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STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION TECHNICAL REPORT COVERSHEET
650-050-38 ENVIRONMENTAL MANAGEMENT 12/25
LOCATION HYDRAULIC REPORT
Florida Department of Transportation
District 1
PD&E Study - SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge
Limits of Project: SR 72 from CR 661 northeast approximately 0.85 miles to SR 70 and extends on SR 70 from CR 661 southeast approximately 1.05 miles to the Peace River Bridge
DeSoto County, Florida
Financial Management Number: 443123-1-22-01
ETDM Number: N/A
Date: March 2026
The environmental review, consultation, and other actions required by applicable federal environmental laws for this project are being, or have been, carried out by the Florida Department of Transportation (FDOT) pursuant to 23 U.S.C. § 327 and a Memorandum of Understanding dated May 26, 2022 and executed by the Federal Highway Administration and FDOT.
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Florida Department of TRANSPORTATION
LOCATION HYDRAULIC REPORT
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge DeSoto County, Florida
Financial Management Number: 443123-1-22-01
Prepared by The Balmoral Group March 2026
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Location Hydraulic Report March 2026
EXECUTIVE SUMMARY
The Florida Department of Transportation (FDOT), District One, conducted a Project Development and Environment (PD&E) study for proposed improvements, including consideration of a single lane roundabout at the intersection of State Road (SR) 70 and SR 72 west of Arcadia in DeSoto County, Florida. This project involves raising and realigning SR 72 for approximately 0.85 miles between County Road (CR) 661 and SR 70. The SR 70 alignment will also be raised above historic flood levels and will require roughly a 1.05 mile of raising and reconstruction of SR 70 from CR 661 to the Peace River Bridge. A roundabout is proposed in lieu of the stop-controlled intersection. The proposed project would improve the overall safety and operations of both roadway facilities by mitigating the risk of flood damage to the road, reducing unplanned road closures due to severe flooding, and improving the overall safety of the intersection. Multi-modal improvements, including a shared use path, are proposed as additional safety improvements.
The purpose of this location hydraulic analysis is to evaluate floodplain encroachments and discuss the proposed measures to avoid or minimize floodplain impacts associated with the project. Proposed improvements are anticipated to mimic existing drainage patterns. A dry retention pond (wide swale) is proposed north of SR 70 between the roundabout and the Peace River relief bridge to provide stormwater management for SR 72 and portions of SR 70 and is discussed in the Conceptual Drainage Report (under separate cover). The project is within the Southwest Florida Water Management District (SWFWMD) and will require an individual Environmental Resource Permit (ERP).
The Federal Emergency Management Agency (FEMA) effective Flood Insurance Rate Maps (FIRMs), dated November 6, 2013, depict Zone AE, A, and X floodplain limits within the project proximity. The Zone AE floodplains, which are areas that have a 1% chance of annual flooding, are consistent with the Peace River and its overbank area. This riverine floodplain encroaches into the SR 72 and S.R 70 right-of-way and has a Base Flood Elevation (BFE) of 25.0 feet and 26.0 feet. The Zone A floodplains, which are areas that have a 1% annual chance of flooding, but do not have an established BFE are located along the western portion of SR 72 within the project limits. Improvements at the Peace River bridge and relief bridge along SR 70 are discussed in the Bridge Hydraulic Technical Memorandum (under separate cover). The project area is within an open basin where runoff flows via sheet flow to roadside ditches and through existing cross drains in a general southeast direction towards the Peace River. There are four cross drains which convey flow from the north side of SR 72 to the south side, towards the Peace River. Contributing areas were delineated by utilizing CatchmentSIM (CSIM) software and available LiDAR, reviewing existing permits and plans, and field reconnaissance. Interconnected Channel and Pond Routing (ICPR) Model software was used to determine peak flows and peak stages at the existing cross drains. Actual rainfall data from Hurricane Irma (2017) and Hurricane Ian (2022) was used to calibrate the model results.
During the design phase, the proposed cross drain facilities will be prepared in accordance with the FDOT Drainage Manual (Topic No. 625-040-002). Proposed conceptual modeling was performed to estimate proposed cross drain sizes. EX-0 remained unchanged and EX-3 is proposed to be removed (rerouted to CD-2). CD-1 size was increased to provide sufficient capacity for a wildlife crossing. CD-2 was upsized to maintain the upstream stage within the wetland. It is expected that the proposed improvements will include extension, modification, or replacement of existing drainage structures, which will perform hydraulically in a manner equal to or greater than the existing structures, and backwater surface elevations are not expected to increase. Thus, there will be no significant adverse impacts on natural and beneficial floodplain values. As a result, there will be no significant change in flood risk, and there will not be a significant change in the potential for interruption or termination of emergency service or emergency evacuation routes. Therefore, it has been determined that this encroachment is not significant.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
Table of Contents
EXECUTIVE SUMMARY ..... 3
PROJECT DESCRIPTION ..... 1
PURPOSE AND NEED ..... 2
Location Hydraulic Study Purpose ..... 3
DRAINAGE CONDITIONS ..... 4
DESIGN CONSIDERATIONS ..... 5
Roadway Design Considerations ..... 5
Cross Drain Design Considerations ..... 6
EXISTING CONDITIONS ..... 8
Existing Cross Drains ..... 8
Existing Flooding ..... 10
Proposed Conditions Modeling ..... 16
Proposed Minimal Encroachment Evaluation ..... 19
CONCLUSIONS ..... 21
List of Figures
Figure 1 - Project Location Map ..... 1 Figure 2 – Proposed Typical Section of SR 72 ..... 5 Figure 3 - Proposed Typical Section of SR ..... 6 Figure 4- EX-0 (Existing 8'x 8' CBC) (12/18/2017) ..... 8 Figure 5 - EX-1 (Existing 4'x 5' CBC) (1/9/2018) ..... 9 Figure 6 - EX-2 (Existing 30-inch RCP) (12/18/2017) ..... 9 Figure 7 - EX-3 (Double 24-inch) (12/18/2017) ..... 10 Figure 8–Damage to SR 72 due to Hurricane Ian ..... 11 Figure 9 - Hurricane Ian Flooding of SR 70 and SR 72 ..... 11 Figure 10 - USGS Peace River Elevations for Monitoring Period ..... 13 Figure 11 - NEXRAD Rainfall Tiles ..... 14 Figure 12 - Unit Hydrograph Comparisons ..... 14 Figure 13 - Hurricane Ian Inundation Mapping Results ..... 15
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
List of Tables
Table 1 – Storm Frequency Criteria .....6 Table 2 – Rainfall Depths .....7 Table 3 - Flood Data Box (Existing and Proposed) .....17 Table 4 - Hurricane Peak Flow and Stage Comparison ( Existing and Proposed) .....18
Appendices
Appendix A: Figures Appendix B: ICPR Modeling and Cross Drain Calculations
List of Acronyms
BFE – Base Flood Elevation CR – County Road DEM – Digital Elevation Model ERP – Environmental Resource Permit FDOT – Florida Department of Transportation FEMA – Federal Emergency Management Agency FIRM – Flood Insurance Rate Map FHWA – Federal Highway Administration LOS – Level of Service SWFWMD – Southwest Florida Water Management District OFW – Outstanding Florida Water PD&E – Project Development and Environment R/W – Right-of-Way SR – State Road USGS – United States Geological Survey
WBID – Waterbody Identification Number
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
1. PROJECT DESCRIPTION
The Florida Department of Transportation (FDOT), District One, conducted a Project Development and Environment (PD&E) study for proposed improvements, including consideration of a single lane roundabout at the intersection of State Road (SR) 70 and SR 72 west of Arcadia in DeSoto County, Florida. This project involves raising and realigning SR 72 for approximately 0.85 miles between County Road (CR) 661 and SR 70. The SR 70 alignment will also be raised above historic flood levels and will require roughly a 1.05 mile of raising and reconstruction of SR 70 from CR 661 to the Peace River Bridge. A roundabout is proposed in lieu of the stop-controlled intersection. The proposed project would improve the overall safety and operations of both roadway facilities by mitigating the risk of flood damage to the road, reducing unplanned road closures due to severe flooding, and improving the overall safety of the intersection. Multi-modal improvements, including a shared use path, are proposed as additional safety improvements.
The project horizontal datum is Florida State Plane North Zone (NAD 1983), and the vertical datum is NAVD'88, which is 1.10 feet below NGVD'29 (0.00 feet NGVD'29 = -1.10 feet NAVD'88). The project is located in Section 26, 27, and 34, Township 37 South, Range 24 East. See Figure 1, Project Location Map, below and Figure 2 in Appendix A for the United States Geological Survey (USGS) Map.
Figure 1 - Project Location Map
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
2. PURPOSE AND NEED
The purpose of this PD&E is to address safety and flooding identified within the project area. The PD&E evaluated resilient designs to alleviate flooding on SR 72 and SR 70 caused by the Peace River. Severe storms and historic flooding have inundated segments of SR 72 and SR 70. This consequently restricts mobility in the region, making a Strategic Intermodal System (SIS) and Evacuation Route (SR 70) impassable, affecting safety, and reduces emergency response for the local area. SR 70 provides intrastate travel between the City of Fort Pierce, St Lucie County on the east coast to the City of Bradenton, Manatee County on the west coast and spans five counties. SR 72 is an alternative route to the west coast starting from its eastern terminus at SR 70 and is the most direct route to Siesta Key, Sarasota, and Venice in Sarasota County. Maintaining access to this route is crucial for commerce, safety, and the overall transportation network and regional connectivity. The presence of commercial and recreational spaces adjacent to the project area creates pedestrian activity, however there are no existing facilities available and motorists and non-motorists are left vulnerable to crashes. Additionally, the existing driveways within the project area are spaced very close together and increases the risk of crashes in this area.
Demand for Flooding Mitigation: Add Resiliency Measures and Prevent Roadway Closures
The segment of SR 72 between CR 661 and SR 70 has been prone to severe flooding over the years. The Federal Emergency Management Agency's (FEMA) effective Flood Insurance Rate Maps (FIRMs), dated November 6, 2013, depict Zone AE, A, and X floodplain limits within the project proximity. The Zone AE floodplains, which are areas that have a 1% chance of annual flooding, are consistent with the Peace River and its overbank area. This riverine floodplain encroaches into the SR 72 and SR 70 R/W and has a Base Flood Elevation (BFE) of 25.0 feet and 26.0 feet. The Zone A floodplains, which are areas that have a 1% annual chance of flooding, but do not have an established BFE are located along the western portion of SR 72 within the project limits. Several publications and other historical records have shown this portion of the roadway frequently inundating during hurricane season. A shallow base clearance coupled with repeated flooding, decreases the overall service life of the roadway and leads to more unscheduled repairs and maintenance. The project area is within an open basin where runoff flows via sheet flow to roadside ditches and through existing cross drains in a general southeast direction towards the Peace River. There is currently no existing permit for the area and the runoff is untreated prior to discharge. Frequent flooding restricts regional travel as well as adversely affects access and mobility for the local community. Public safety is at notable risk during these flooding events as it can delay emergency response from first responders, restrict access to important shelters, hospitals, or medical facilities and restrict access to other goods and necessities.
Demand for Safety: Enhance Operational Conditions and Establish Multi-Modal Access
The intersection of SR 72 and SR 70 is currently a T-intersection, stop controlled at the terminus of SR 72 where it intersects with SR 70. SR 72 has a high level of truck traffic due to citrus fruit being brought from regional groves to the Peace River Citrus Products facility, located approximately 0.70 miles southwest of the project limits on SR 72. The truck traffic from this facility and other regional agricultural or rural-residential uses creates a high number of large-vehicle turning movements at the intersection of SR 72 and SR 70.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
Further complicating the safety of this intersection is the presence of the Sunoco Gas Station at the south corner, with large, full access driveways on SR 72 and SR 70. The driveway apron on SR 72 is located approximately 65 feet from the SR 70 intersection and the apron on SR 70 is located within approximately 10 feet of the return radius of the intersection of SR 72. The proximity of these driveways to the intersection increases the potential for crashes. The spacing between these two driveways are too close together and do not meet the separation requirements per FDM Table 201.4.2. A review of the crash data (2021-2025) indicates a high number of crashes that occur result in injury, and a need for this intersection to be evaluated by this PD&E. Crash data is further discussed in Section 2.2.16.
The final element analyzed is the lack of bicycle and pedestrian connectivity in the area. The DeSoto Veterans Memorial Park is located adjacent to the project area on the north side of SR 70 and the Peace River Campground and Canoe Rental business is located the northwest of the project area. Each of these recreation facilities creates non-vehicular demand, primarily for visiting the Sunoco Gas Station. No pedestrian pathways connect to the store and no crossing facilities exist at the SR 72 and SR 70 intersection or within the project area. Crash data shows a pedestrian fatality occurred within the project area along SR 70 in 2016 in an area with no pedestrian facilities. A pedestrian was struck while walking along the westbound SR 70 shoulder.
The project is currently in the design phase, working towards Phase 2 plans.
a. Location Hydraulic Study Purpose
The purpose of this report is to provide a location hydraulic study for the above project, in accordance with 23 CFR 650 Subpart A, Section 650.111. The report utilized the National Flood Insurance Program maps to determine highway location encroachments. This report evaluates risks associated with the implementation of the project, impacts on natural and beneficial floodplain values, the support of incompatible floodplain development, and measures to minimize floodplain impacts. Local, state, and federal water resources and floodplain management agencies were consulted to determine if the proposed project is consistent with existing floodplain management programs.
In addition, this report and associated modeling provides detailed estimates of the design high water elevations at the existing cross drain locations and conceptual sizing for the proposed cross drains.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
3. DRAINAGE CONDITIONS
The Federal Emergency Management Agency (FEMA) effective Flood Insurance Rate Maps (FIRMs), dated November 6, 2013, depict Zone AE, A, and X floodplain limits within the project proximity. The Zone AE floodplains, which are areas that have a 1% chance of annual flooding, are consistent with the Peace River and its overbank area. This riverine floodplain encroaches into the SR 72 and S.R 70 right-of-way and has a Base Flood Elevation (BFE) of 25.0 feet and 26.0 feet. The Zone A floodplains, which are areas that have a 1% annual chance of flooding, but do not have an established BFE are located along the western portion of SR 72 within the project limits. The FEMA Floodplain Map is included in Appendix A, Figure 3. Improvements at the Peace River bridge and relief bridge along SR 70 are discussed in the Draft Bridge Hydraulic Report (BHR)(under separate cover).
The project area is within an open basin where runoff flows via sheet flow to roadside ditches and through existing cross drains in a general southeast direction towards the Peace River. There are four cross drains which convey flow from the north side of SR 72 to the south side, towards the Peace River.
According to the Florida Department of Environmental Protection (FDEP) Water Body Identifications (WBIDs), the study area is within the Peace River Above Joshua Creek (WBID #1623C), which is not listed as impaired for nutrients and is not an Outstanding Florida Water (OFW). The WBID Map is included in Appendix A, Figure 4. The project is wholly contained within the SWFWMD.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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4. DESIGN CONSIDERATIONS
Location Hydraulic Report March 2026
a. Roadway Design Considerations
One Build Alternative was developed for this PD&E Project. The Build Alternative proposes raising the profile of SR 72 and SR 70. A dry retention pond (wide swale) is proposed north of SR 70 between the roundabout and the Peace River relief bridge to provide stormwater management for SR 72 and portions of SR 70. Drainage for the SR 70 portion east of the bridge will remain existing open roadside ditches and existing inlets at the bridges. SR 70 runoff flowing to the north side of SR 70 will be conveyed to the pond via open swale, inlets, and pipes. The remainder of SR 70 will follow existing drainage patterns. Offsite water will utilize existing cross-drains and will bypass the proposed treatment swale.
Another improvement that was adopted from previous traffic studies was introducing a roundabout at the intersection of SR 72 and SR 70. This improvement addresses the safety needs of the project by reducing the overall severity of crashes as well as the overall number of crashes as compared to the current stop control. The roundabout design requires realigning the SR 72 alignment to the west in order to avoid the existing transmission pole.
As shown in Figure 2 & Figure 3, the main typical section for both SR 72 and SR 70 consists of two 12-foot lanes with 10-foot shoulders (5-foot paved) with various configurations of roadside ditches for the conveyance of runoff. The right-of-way varies from 200' to 250'.
Figure 2 – Proposed Typical Section of SR 72
SR 72 TYPICAL SECTION
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
Figure 3 - Proposed Typical Section of SR
SR 70 TYPICAL SECTION
b. Cross Drain Design Considerations
Table 1 provides the required storm events to be analyzed for each cross drain, per the FDOT Drainage Manual and Culvert Handbook requirements.
Table 1 – Storm Frequency Criteria
Storm Event FrequencyReason
10-yearGeneral Roadside Ditch Culverts
25-yearDesign Flood Event (20-year project of AADT < 1,500)
50-year*Design Flood Event (20-year projection of AADT > 1,500)
100-yearBase Flood Event
500-yearGreatest Flood Event
* This is the design storm for this project.
Per the FDOT Drainage Manual, the rainfall depths utilized for the modeling were based on the NOAA Atlas 14 Point Precipitation Frequency Estimates at Arcadia, Florida. For the purposes of the location hydraulic analysis, only the 24-hour duration was reviewed.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
Table 2 summarizes the rainfall depths used for the design storm events in the ICPR modeling and compares them to the cumulative rainfall for Hurricane Irma and Hurricane Ian, which were used for calibration events.
Table 2 – Rainfall Depths
Storm EventICPR Model (24-hr) (inches)Actual Cumulative (inches)
50-year8.86--
100-year10.20--
500-year15.0--
Irma--10.0-10.4 (6 Days)
Ian--17.5-18.6 (2 days)
For the flood data box evaluation, the overtopping storm event elevation was based on the lowest point along the SR 72 profile using the project Digital Elevation Model (DEM). Overtopping between basins is included in the modeling in the form of overland weirs and is also included in the flood data box. Modeling will be used during design to demonstrate no increase in offsite stages confirming no impacts to offsite properties. Modeled pipe invert elevations, lengths, and sizes are from survey.
If the 500-year discharge did not result in overtopping of SR 72 then the data was entered in the Flood Data Box as the Greatest Flood. If the 500-year discharge did result in overtopping the roadway, then the lowest discharge resulting in overtopping was determined and the frequency of the storm event was calculated using the best fit between a power or linear trend line for the modeled discharges verse frequency probability. This result was recorded as the Basin Overtopping Flood within the Flood Data Box.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
5. EXISTING CONDITIONS
a. Existing Cross Drains
Along SR 72, there are four existing cross drains which convey flow from the north side of SR 72 to the south side, towards the Peace River.
EX-0: 8-ft high x 8-ft wide concrete box culvert is located approximately 1200 feet south of the begin project limits
EX-1: 4-ft high x 5-ft wide concrete box culvert is located 2500 feet northeast of the begin project limits
EX-2: 30-inch reinforced concrete pipe located 1000 feet southwest of the SR 70 and SR 72 intersection
EX-3: double 24-inch reinforced concrete pipe located 130 feet southwest of the SR 70 and SR 72 intersection
The Balmoral Group performed field visits on December 15, 2017, January 4, 2018, and, January 9, 2018 to review the existing conditions. In general, there did not appear to be any structural deficiencies or erosion at the existing cross drains.
Figure 4- EX-0 (Existing 8'x 8' CBC) (12/18/2017)
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Figure 5 - EX-1 (Existing 4' x 5' CBC) (1/9/2018)
Location Hydraulic Report March 2026
Figure 6 - EX-2 (Existing 30-inch RCP)(12/18/2017)
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge
FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
Figure 7 - EX-3 (Double 24-inch) (12/18/2017)
b. Existing Flooding
One of the driving factors for this project is the flooding experienced from the recent hurricane events. The overtopping of SR 72, caused by Hurricane Irma in 2017, was previously analyzed at this intersection under the Technical Memorandum “Hurricane Irma Flooding Concern on SR 72” by The Balmoral Group. For Hurricane Ian, roadway overtopping of both SR 72 and SR 70 was observed. Refer to Figure 8 and Figure 9 for photos from Hurricane Ian.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
Figure 8—Damage to SR 72 due to Hurricane Ian
Figure 9 - Hurricane Ian Flooding of SR 70 and SR 72
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
c. Existing Conditions Modeling
The existing peak flows through the cross drains were estimated using the SCS Curve Number method (TR-55) and NOAA rainfall depths (from NOAA Atlas 14 Point Precipitation Frequency Estimates). ICPR software (version 4.07.08) was used to determine peak stages associated with these flows.
Cross drain locations and sizes were estimated based on survey and confirmed based on site visits. There no existing permitted stormwater ponds for SR 72 within the project limits. Roadway runoff is generally conveyed via a roadside ditch, which then discharges to a cross drain. The cross-drain systems discharge to existing outfalls.
CatchmentSim (CSIM) software was used to develop the DEM for the project to serve as the basis of analysis. LiDAR elevation information was obtained from 2018 United States Geologic Survey (USGS) data. Project specific survey data was merged with the LiDAR data to create the projects 3ftx3ft DEM model. Subbasins were delineated in the software and refined using the best available data including existing plans, permits and field review.
An existing conditions model was created in ICPR4 (Version 4.0.03). Inputs including soils and land use data were primarily parameterized in ArcGIS and then imported into ICPR for modeling. Nodes were placed in ICPR to represent basins and links were used to connect basins. Irregular weir cross sections were extracted from the DEM. Node stage-storage was estimated using the DEM at half-foot increments. Initial stages were reviewed based on the presence of water from the field reconnaissance and/or aerial imagery. For the project modeling, the Peace River was assumed to be a constant elevation at the initial stage of 14.49 ft NAVD.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
The design tailwater was updated to utilize gage information from the USGS gage 02296750, Peace River at Arcadia, FL to replicate the recorded elevations of the river during the monitoring period. For this study, the time stage curve spans from September 28th, 2022 at 8:30am to October 3rd, 2022 at 8:30am, a total duration of 120 hours. The start time of the simulation was set 12 hours before the calculated time of the eye of the hurricane being over Arcadia, FL which was estimated to be September 28th at 8:30pm. The simulation ended 49.5 hours after the rivers peak was recorded on
Figure 10 - USGS Peace River Elevations for Monitoring Period
October 1st, 2022 at 7:00am. Figure 10 shows the USGS Peace River gage time/stage graph of the river elevations for the monitoring period.
NEXRAD rainfall data was obtained from South West Florida Water Management District (SWFWMD) for the monitoring period to set basin specific rainfall throughout the model. Subdivided areas, referred to as tiles, have individual monitoring gages which provide more detailed rainfall estimates across large project areas, as opposed to using a global rainfall estimate in the modeling. Seven NEXRAD tiles spanned the model area, with cumulative rainfalls varying from 17.50 inches to 18.61 inches. It should be noted rainfall was only recorded on September 28th, 2022. See Figure 11 for the NEXRAD tile layout with cumulative rainfall listed. Figure 12 compares the unit hydrograph for each tile. For comparison purposes, this figure also depicts the global rainfall (16.5 inches) Florida Modified (FLMOD) unit hydrograph to show a global modeling approach would have underestimated the storms impacts.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Figure 11 - NEXRAD Rainfall Tiles
Location Hydraulic Report March 2026
Figure 12 - Unit Hydrograph Comparisons
Results of the max stages experienced during the modeled Hurricane Ian simulation were inundated against the DEM to depict where areas of flooding occurred. Figure 13 shows these results. Compared to the photographs provided by FDOT staff of the flooding extents, the areas shown as flooded in the modeling closely resemble reality. Overtopping weir linkages were added across SR 72 and SR 70 to replicate the overtopping that was experienced during the storm and accurately
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
represent areas where extensive roadway erosion was recorded.
The calculations indicated that SR 72 will overtop in a storm event slightly over the 100-year event. This is corroborated with the Hurricane Ian Inundation.
Figure 13 - Hurricane Ian Inundation Mapping Results
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
6. PROPOSED CONDITIONS
The roadway profile will be increased. As identified in the existing conditions modeling, the current roadway profile of SR 72 is insufficient for being usable during an emergency event. As a result, the roadway profile is proposed to be higher than the recorded stages from the modeling.
a. Proposed Conditions Modeling
For the proposed PD&E model, the existing conditions model was updated to remove the overtopping weirs over the SR 72 roadway (i.e. flow condition was set to none). The cross-drain size for CD-1 was enlarged to an 8'x 8' concrete box culvert for resiliency to add flow capacity during extreme storm events that prevents the roadway from overtopping. The increased culvert size would also provide wildlife connectivity below the roadway. CD-2 was upsized from a single 30-inch cross drain to a double 30-inch cross drain. This sizing maintained the wetland stage upstream (Node 302) with no roadway overtopping. EX-3 was removed from the model (i.e. flow condition was set to none) as this runoff will be conveyed to CD-2 in the proposed condition within the proposed right-of-way and discharge from the right-of-way at the same location as in the existing condition. Table 3 shows a summary of the existing and proposed cross drains for the design storms and Table 4 shows the flows through the simulated hurricanes in the existing and proposed conditions.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
Table 3 - Flood Data Box (Existing and Proposed)
Existing Structure No. Cross Drain Size Design Flood Base Flood Overtopping Flood Greatest Flood
2% PROB 50 YR FREQ 1% PROB 100 YR FREQ
Discharge Stage Discharge Stage Discharge Stage PROB % FREQ YR Discharge Stage PROB % FREQ YR
EX-0 1-8'x8' 426.99 48.30 547.15 50.24 581.42 50.67 0.80% 124
EX-1 1-4'x5' 213.20 36.96 245.51 38.53 261.90 39.42 0.51% 197
EX-2 1-30" 38.94 21.81 42.06 22.23 43.21 22.40 0.64% 156
EX-3 2-24" 33.60 21.81 40.93 22.23 42.83 22.40 0.92% 108
Proposed Structure No. Cross Drain Size Design Flood Base Flood Overtopping Flood Greatest Flood
2% PROB 50 YR FREQ 1% PROB 100 YR FREQ
Discharge Stage Discharge Stage Discharge Stage PROB % FREQ YR Discharge Stage PROB % FREQ YR
EX-0 1-8'x8' 427.01 48.30 547.15 50.24 665.89 51.73 0.2% 500
CD-1 1-8'x8' 268.74 34.46 348.87 35.54 587.70 39.01 0.2% 500
CD-2 2-30" 66.28 21.86 73.39 22.25 101.16 24.07 0.2% 500
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge
FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
Table 4 - Hurricane Peak Flow and Stage Comparison (Existing and Proposed)
Structure No. Cross Drain Size Irma lan Structure No. Cross Drain Size Irma lan
Existing Proposed
DISCHARGE STAGE DISCHARGE STAGE DISCHARGE STAGE DISCHARGE STAGE
EX-0 1-8'x8' 454.39 47.55 699.69 52.21 EX-0 1-8'x8' 454.39 48.63 699.69 52.21
W-207-113 0.00 100.82
EX-1 1-4'x5' 170.19 35.21 277.15 40.27 CD-1 1-8'x8' 177.89 33.11 649.64 39.80
W-202-208 0.00 92.35
EX-2 1-30" 38.21 23.94 48.65 28.45 CD-2 2-30" 64.14 24.14 121.04 28.45
W-302-305 112.64 481.47
EX-3 2-24" 31.88 23.94 51.76 28.45
W-402-305 4.31 3.17
W-402-407 0.00 0.14
Total Cross Drain Flow (EX-1, EX-2, EX-3) 240.28 377.56 Total Cross Drain Flow (CD-1, CD-2) 242.03 810.48
Overtopping weirs are included in the existing condition to show the peak flow that was occurring over the roadway.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge
FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
b. Proposed Minimal Encroachment Evaluation
Per Section 13.2.2.5 of the FDOT PD&E Manual, the Location Hydraulic Report (LHR) has requirements for each level of significance of encroachment. This project qualifies as a Minimal Encroachments level due to minimal impacts to floodplain encroachments. The location of pertinent information and/or discussion of the following items to be contained within the LHR for a project with Minimal Encroachments are summarized below:
General description of the project: See Section 1. Project Description, Section 4.a. Roadway Design Considerations, Section 5.a. Existing Cross Drains and Appendix A: Figure 1.
Determination of whether the proposed action is in the base floodplain: See Section 3. Drainage Conditions and Figure 6 – FEMA Map. Most of the project lies within Zone A or AE and floodplain impacts are anticipated in this area.
History of flooding of the existing facilities and/or measures to minimize any impacts due to the proposed improvements: As discussed, there is a history of flooding of the roadway within the project corridor and was documented for Hurricane Irma and Ian. It is anticipated that the improvements will consist of extension of the existing cross drains and upsize to allow for additional conveyance under the roadway.
Determination of whether the encroachment is longitudinal or transverse, and if it is a longitudinal encroachment, an evaluation and discussion of practicable avoidance alternatives: The floodplain encroachment is transverse, cutting through the floodplain between 30-90 degrees.
The practicability of avoidance alternatives and/or measures to minimize impacts: Several alternatives were reviewed as part of the new realignment; all cross the floodplain in similar locations and would have the same impact to the existing floodplains.
Impact of the project on emergency services and evacuation: The project seeks to increase regional mobility and accommodate the future traffic needs as well as raise the roadway to provide an accessible hurricane evacuation route. The project is anticipated to have a positive impact on emergency services and evacuation.
Impacts of the project on the base flood, likelihood of flood risk, overtopping, location of overtopping, backwater: A proposed cross drain analysis was performed which sized the proposed cross drains to not have an adverse impact on the 100-year upstream stages. Roadway overtopping will be avoided with the raised roadway profile. Refer to Table 3 and Table 4.
Determination of the impact of the project on regulatory floodways, it any, and documentation of coordination with FEMA and local agencies to determine the requirements for the project to be developed consistent with the regulatory floodway: The Peace River is a FEMA Regulatory floodway (See Figure 4 – FEMA Map). A Bridge Hydraulics Report will be completed during Final Design to demonstrate no adverse impacts for permitting through the SWFWMD.
The impacts on natural and beneficial floodplain values, and measures to restore and preserve these values: Generally, the proposed improvements maintain the existing water stages upstream of the cross drains. Additional peak flow downstream of the cross drains is not expected to have an adverse impact given the expansiveness of the Peace River floodplain.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
Consistency of the project with the local floodplain development plan or the land use elements in the Local Government Comprehensive Plan (LGCP), and the potential of encouraging development in the base floodplain: The project has been coordinated with the District One Drainage Engineer. The Build Alternative complies with the DeSoto County Future Land Use Plan and would not encourage any new development in the floodplain.
Measures to minimize floodplain impacts associated with the project and measures to restore and preserve the natural and beneficial floodplain values impacts by the project: Generally, the proposed improvements maintain the existing water stages upstream of the cross drains. Additional peak flow downstream of the cross drains is not expected to have an adverse impact given the expansiveness of the Peace River floodplain.
A map showing project, location, and impacted floodplains: See Figure 4 for FEMA Map.
Results of any risk assessments performed: See Table 3 and Table 4 for the results of the existing and proposed cross drain analysis and 50-Year Design Level of Service.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
7. CONCLUSIONS
The purpose of this report is to determine the existing condition and location of the cross drains along SR 72 within the study limits, evaluate the capacity of the existing and proposed cross drains based on the design storms and hurricane data, and evaluate the floodplain encroachments.
As shown in the Flood Data box, the existing roadway profile was subject to flooding and was significantly impacted by Hurricane Irma and Hurricane Ian. As a result, the proposed roadway profile is being increased and additional conveyance capacity is being provided with the proposed cross drains.
During the design phase, the proposed cross drain facilities will be prepared in accordance with the FDOT Drainage Manual (Topic No. 625-040-002). Proposed conceptual modeling was performed to estimate proposed cross drain sizes. EX-0 remained unchanged and EX-3 is proposed to be removed. CD-1 size was increased to provide sufficient capacity for a wildlife crossing. CD-2 was upsized to maintain the upstream stage within the wetland. It is expected that the proposed improvements will include extension, modification, or replacement of existing drainage structures, which will perform hydraulically in a manner equal to or greater than the existing structures, and backwater surface elevations are not expected to increase. Thus, there will be no significant adverse impacts on natural and beneficial floodplain values. As a result, there will be no significant change in flood risk, and there will not be a significant change in the potential for interruption or termination of emergency service or emergency evacuation routes. Therefore, it has been determined that this encroachment is not significant.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Location Hydraulic Report March 2026
8. REFERENCES
Federal Emergency Management Agency (November 2013). Effective Flood Insurance Rate Maps, DeSoto County, Florida and Incorporated Areas.
Florida Department of Transportation. (2024). Drainage Design Guide. Tallahassee: Office of Design, Drainage Section.
Florida Department of Transportation. (2025). Drainage Manual. Tallahassee: Office of Design, Drainage Section.
Southwest Florida Water Management District (2024). Environmental Resource Permit Applicant's Handbook Volume II.
SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge FM #: 443123-1-22-01
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Appendix A - Figures
Page 29 Download HTML
Legend
Proposed Roadway City Limits
Location Map
Figure 1
Sources: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
S.R. 72 from C.R. 661 to S.R. 70 & S.R. 70 from C.R. 661 to the Peace River Bridge DeSoto County, Florida 443123-1-22-01
The Balmoral Group 200 W Welbourne Ave Winter Park, FL 32789 Phone: (407) 629-2185 www.balmoralgroup.us
Page 30 Download HTML
Project Location
Legend
— Proposed Roadway
S-T-R Section - Township - Range
Sources: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS , USDA, USGS, AeroGRID, IGN, and the GIS User Community
Figure 2 USGS Quadrangle Map
S.R. 72 from C.R. 661 to S.R. 70 & S.R. 70 from C.R. 661 to the Peace River Bridge DeSoto County, Florida 443123-1-22-01
The Balmoral Group 200 W Welbourne Winter Park, FL 32789 Phone: (407) 629-2185 www.balmoralgroup.us
Page 31 Download HTML
Legend Regulated Floodway Proposed Roadway dfirm_bfe_dec22 FLD ZONE
forall
☐ AE
X
Sources: FEMA Flood Hazard Zones of the Digital Flood Insurance Rate Map (DFIRM) in the State of Florida December 2021
Figure 3 FEMA Flood Map
S.R. 72 from C.R. 661 to S.R. 70 & S.R. 70 from C.R. 661 to the Peace River Bridge DeSoto County, Florida 443123-1-22-01
The Balmoral Group 200 W Melbourne Ave Winter Park, FL 32789 Phone: (407) 629-2185 www.balmoralgroup.us
Page 32 Download HTML
Project Location
Legend
—— Proposed Roadway
☐ Waterbody_IDs_(WBIDs)
Sources:FEMA Flood Hazard Zonesof the Digital Flood Insurance RateMap (DFIRM) in the State of FloridaDecember 2021
Figure 4WBID Map
S.R. 72 from C.R. 661 to S.R. 70 &S.R. 70 from C.R. 661 to thePeace River BridgeDeSoto County, Florida443123-1-22-01
The Balmoral Group200 W Welbourne AveWinter Park, FL 32789Phone: (407) 629-2185www.balmoralgroup.us
Page 33 Download HTML
Appendix B – ICPR and Cross Drain Calculations
Appendix B Page 1
Page 34 Download HTML
The Balmoral Group 200 W Melbourne Ave Winter Park, FL 32789 Phone: (407) 629-2185 www.balmoralgroup.us
SR 72 FROM CR 661 TO SR 70 (MP 9.856) TO (MP 10.991) Desoto County, Florida Financial Project ID 443123-1-52-01
je, Geographnic, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Communit
Figure 5 ICPR Nodal Diagram
Stage Area Time Stage Channel Drop Structure Pipe Weir Pre-Development Bas
Legend
Project Location
Page 35 Download HTML
Project Location
Legend
Stage Area
Time Stage
▶ Channel
→ Drop Structure
▶ Pipe
Weir Pre-Development Basin Pre-Development Basin
Pre-Development Basin Pre-Development Basin
CROSS DRAIN
Sources: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Figure 6 ICPR Nodal Diagram (Zoomed)
SR 72 FROM CR 661 TO SR 70 (MP 9.856) TO (MP 10.991) Desoto County, Florida Financial Project ID 443123-1-52-01
The Balmoral Group 165 Lincoln Avenue Winter Park, FL 32789 Phone: (407) 629-2185 www.balmoralgroup.us
Appendix B, Page 2 of 443
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S.R. 72 Model Results Comparison
Node Peak Stage (ft NAVD) Difference (PD&E - Pre) Remarks
Pre-Development PD&E LHR 50-yr 100-yr Irma Ian
101 54.09 54.15 54.00 54.28 54.09 54.15 54.00 54.28 0.00 0.00 0.00 0.00 0.00
102 48.30 50.24 48.63 52.21 48.30 50.24 48.63 52.21 0.00 0.00 0.00 0.00 0.00
102A 49.61 49.85 49.09 51.99 49.61 49.85 49.09 51.99 0.00 0.00 0.00 0.00 0.00
102B 49.65 50.25 49.63 52.21 49.65 50.25 49.63 52.21 0.00 0.00 0.00 0.00 0.00
102C 50.85 50.94 50.86 52.22 50.85 50.94 50.86 52.22 0.00 0.00 0.00 0.00 0.00
102D 50.90 51.01 50.93 52.24 50.90 51.01 50.93 52.24 0.00 0.00 0.00 0.00 0.00
103 54.74 54.78 54.65 54.87 54.74 54.78 54.65 54.87 0.00 0.00 0.00 0.00 0.00
104 51.66 51.73 51.67 52.29 51.66 51.73 51.67 52.29 0.00 0.00 0.00 0.00 0.00
105 52.59 52.74 52.53 53.32 52.59 52.74 52.53 53.32 0.00 0.00 0.00 0.00 0.00
106 54.26 54.30 54.26 54.44 54.26 54.30 54.26 54.44 0.00 0.00 0.00 0.00 0.00
107 54.37 54.39 54.34 54.45 54.37 54.39 54.34 54.45 0.00 0.00 0.00 0.00 0.00
110 52.53 52.67 52.47 53.23 52.53 52.67 52.47 53.23 0.00 0.00 0.00 0.00 0.00
111 52.90 52.93 52.77 53.01 52.90 52.93 52.77 53.01 0.00 0.00 0.00 0.00 0.00
112 44.20 44.27 44.22 44.70 44.20 44.27 44.22 44.70 0.00 0.00 0.00 0.00 0.00
113 46.47 48.52 46.81 50.51 46.47 48.52 46.81 50.51 0.00 0.00 0.00 0.00 0.00
114 52.28 52.31 52.27 52.44 52.28 52.31 52.27 52.44 0.00 0.00 0.00 0.00 0.00
180 53.82 53.91 53.90 54.35 53.82 53.91 53.90 54.35 0.00 0.00 0.00 0.00 0.00
181 55.51 55.53 55.53 55.62 55.51 55.53 55.53 55.62 0.00 0.00 0.00 0.00 0.00
198 52.63 53.01 52.67 53.84 52.63 53.01 52.67 53.84 0.00 0.00 0.00 0.00 0.00
199 52.62 53.01 52.66 53.84 52.62 53.01 52.66 53.84 0.00 0.00 0.00 0.00 0.00
200 50.90 51.03 50.73 51.28 50.90 51.03 50.73 51.28 0.00 0.00 0.00 0.00 0.00
201 37.92 38.66 37.57 40.46 37.92 38.26 37.57 40.04 0.00 -0.40 0.00 0.00 -0.42
202 36.96 38.53 35.21 40.27 34.46 35.54 33.11 39.80 -2.50 -2.99 -2.10 -0.47
203 36.65 37.78 36.29 39.08 36.99 37.18 36.40 39.60 0.34 -0.60 0.11 0.52 R/W EL = 38.07
204 43.49 43.72 41.78 44.76 43.49 43.72 41.78 44.76 0.00 0.00 0.00 0.00
205 46.81 46.86 46.61 47.90 46.81 46.86 46.61 47.90 0.00 0.00 0.00 0.00
206 49.25 49.35 48.39 50.89 49.25 49.35 48.39 50.89 0.00 0.00 0.00 0.00
207 49.51 49.71 48.66 51.54 49.51 49.71 48.66 51.54 0.00 0.00 0.00 0.00
208 31.80 31.86 31.71 32.21 31.90 32.03 31.73 32.52 0.10 0.17 0.02 0.31
209 40.50 40.60 40.21 44.28 40.50 40.60 40.21 44.28 0.00 0.00 0.00 0.00
300 21.82 22.23 23.94 28.45 21.86 22.25 24.15 28.45 0.04 0.02 0.21 0.00
302 21.81 22.23 23.94 28.45 21.86 22.25 24.14 28.45 0.05 0.02 0.20 0.00
303 25.45 25.48 25.32 28.45 25.45 25.48 25.32 28.45 0.00 0.00 0.00 0.00
304 33.19 33.25 32.53 34.19 33.27 33.36 32.57 34.94 0.08 0.11 0.04 0.75
305 19.63 19.65 23.94 28.45 19.61 19.63 23.94 28.45 -0.02 -0.02 0.00 0.00
306 19.45 19.46 23.94 28.45 19.45 19.46 23.94 28.45 0.00 0.00 0.00 0.00
308 31.06 31.17 30.62 35.31 31.06 31.17 30.62 31.06 0.00 0.00 0.00 -4.25
400 33.77 33.85 33.60 34.22 33.77 33.85 33.60 34.22 0.00 0.00 0.00 0.00
401 21.82 22.23 23.94 28.45 21.86 22.25 24.15 28.45 0.04 0.02 0.21 0.00
402 21.81 22.23 23.94 28.45 21.86 22.25 24.15 28.45 0.05 0.02 0.21 0.00
403 41.09 41.22 40.69 42.11 41.09 41.22 40.69 42.11 0.00 0.00 0.00 0.00
404 41.16 41.20 41.10 41.41 41.16 41.20 41.10 41.41 0.00 0.00 0.00 0.00
406 25.00 25.06 24.89 28.45 25.00 25.06 24.89 28.45 0.00 0.00 0.00 0.00
407 21.23 21.36 23.94 28.45 20.32 20.36 23.94 28.45 -0.91 -1.00 0.00 0.00
500 49.61 49.63 49.61 49.71 49.61 49.63 49.61 49.71 0.00 0.00 0.00 0.00
501 42.78 43.51 42.77 44.75 42.78 43.51 42.77 44.75 0.00 0.00 0.00 0.00
502 43.67 43.68 43.63 44.75 43.67 43.68 43.63 44.75 0.00 0.00 0.00 0.00
503 50.12 50.18 49.65 51.21 50.12 50.18 49.65 51.21 0.00 0.00 0.00 0.00
600 49.84 50.09 49.67 51.22 49.84 50.09 49.67 51.22 0.00 0.00 0.00 0.00
601 49.82 50.08 49.65 51.21 49.82 50.08 49.65 51.21 0.00 0.
50-yr 100-yr Irma Ian 50-yr 100-yr Irma Ian 50-yr
100 55.00 55.04 54.85 55.14 55.00 55.04 54.85 55.14 0.00 0.00 0.00 0.00 0.00
Appendix B. Page 3 of 443
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Project Location
Legend
Pre-Development Basin
50y/24hr Inundation
100yr/24hr Inundation
Hurricane Irma Inundation Hurricane Ian Inundation High : 61.9678
Low: 5.09331
Sources: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Figure 7 Inundation Map (Pre-Development)
SR 72 FROM CR 661 TO SR 70 (MP 9.856) TO (MP 10.991) Desoto County, Florida Financial Project ID 443123-1-52-01
The Balmoral Group 165 Lincoln Avenue Winter Park, FL 32789 Phone: (407) 629-2185 www.balmoralgroup.us
Appendix B, Page 4 of 443
Page 38 Download HTML
Node Maximum Results
Node Max Conditions [Existing]
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
100050YR24HR61.0055.00-0.000488.2686.32141516
101050YR24HR58.0054.09-0.001031.5728.1941516
102050YR24HR52.1048.300.0010428.47426.9938913
102A050YR24HR50.0049.61-0.00066.084.837477
102B050YR24HR49.4049.650.00011.721.72100
102C050YR24HR50.3750.850.000461.4061.4019546
102D050YR24HR50.3750.900.0009205.47205.4543645
103050YR24HR58.0054.74-0.0010247.63129.381256865
104050YR24HR57.0051.660.0005436.12414.121889764
105050YR24HR60.5052.590.0004402.48259.301815906
106050YR24HR60.0054.260.000377.7448.30795772
107050YR24HR57.0054.370.000613.408.95142005
110050YR24HR61.0052.530.0007304.63304.06231607
111050YR24HR59.0052.900.000687.4887.1473955
112050YR24HR47.4044.20-0.0008430.47430.4711657
113050YR24HR49.3046.47-0.0010429.54429.4311618
114050YR24HR52.1052.280.00024.733.3338990
180050YR24HR60.0053.82-0.001041.7336.22129868
181050YR24HR61.0055.510.000356.1628.931070316
198050YR24HR61.0052.630.000742.4842.57112598
199050YR24HR60.0052.620.001058.6958.2625890
200050YR24HR59.0050.90-0.0006306.51124.23806730
201050YR24HR55.5037.920.0006250.78250.7611981
202050YR24HR38.9036.96-0.0010282.91215.87190827
203050YR24HR37.4036.65-0.00105.004.861751
204050YR24HR43.8043.490.001014.6413.972286
205050YR24HR46.2046.810.000712.1212.104168
206050YR24HR49.1049.25-0.00089.569.184171
207050YR24HR49.6849.51-0.00108.716.766499
208050YR24HR38.4031.800.0009214.20214.208265
209050YR24HR43.6040.50-0.00102.722.72172
300050YR24HR26.0021.82-0.001085.1634.50436498
302050YR24HR22.2021.81-0.001059.3938.9434467
303050YR24HR24.9925.450.000414.6014.602564
304050YR24HR32.8033.190.001031.2231.126561
305050YR24HR22.2019.63-0.000473.7773.7635665
306050YR24HR19.1019.45-0.000473.7273.71157569
308050YR24HR33.4331.060.00083.633.61304
400050YR24HR32.6533.770.000581.8281.824107
401050YR24HR50.5021.820.0008106.7170.37325477
402050YR24HR22.5021.81-0.001050.3033.6531886
403050YR24HR48.0041.09-0.00155.405.281116
404050YR24HR56.0041.160.000238.0638.068373
406050YR24HR24.4425.000.001510.7210.721158
407050YR24HR29.3021.230.001033.7733.77203
408050YR24HR27.0020.590.000839.102.80398634
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 5 of 443
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
409050YR24HR22.4021.660.00037.433.6119380
500050YR24HR54.0049.610.000420.4213.28260449
501050YR24HR53.0042.780.001027.8827.743104
502050YR24HR52.0043.670.000514.0014.004275
503050YR24HR54.0050.12-0.000517.4113.9943204
600050YR24HR58.0049.840.000487.6581.88140626
601050YR24HR56.0049.82-0.0005127.91124.63142598
602050YR24HR51.3051.76-0.001022.5422.546092
603050YR24HR58.0052.030.000374.6773.88372465
604050YR24HR59.0053.940.000216.0310.38389500
605050YR24HR59.0053.650.000314.4214.4047043
606050YR24HR53.5654.680.000573.3252.14334046
607050YR24HR60.0052.690.000443.9740.59359997
608050YR24HR60.0055.360.000931.3831.1649618
609050YR24HR55.0050.000.000258.2742.31339594
801050YR24HR59.0054.160.000522.1317.43192305
803050YR24HR58.0054.160.000321.3315.2352734
805050YR24HR58.0050.820.000249.9541.98354605
806050YR24HR60.0053.280.0002120.38108.771572122
807050YR24HR59.0053.280.0003290.1042.113661926
808050YR24HR59.0054.180.000591.2238.46570241
809050YR24HR58.0053.280.000298.608.84810851
810050YR24HR58.0054.500.00048.137.5070344
811050YR24HR58.0054.180.000588.3965.26419011
812050YR24HR58.0054.020.000339.0222.59335596
813050YR24HR59.0054.180.000418.814.64190200
814050YR24HR58.0053.280.000315.3615.3131758
815050YR24HR58.0054.02-0.00097.096.7111189
816050YR24HR54.5054.620.00037.475.7358143
817050YR24HR57.0054.450.001022.6518.54297082
818050YR24HR58.0053.390.000371.7771.50226991
819050YR24HR58.0055.210.000916.0411.96196668
Citrus Outfall050YR24HR50.0051.720.0006311.76308.21119998
Citrus Pond 1050YR24HR51.9051.930.000599.4128.16263892
Citrus Pond 2050YR24HR51.9051.840.000549.1130.48159043
Citrus Swale DS050YR24HR51.3052.070.000899.7483.8031173
Citrus Swale US050YR24HR52.3052.100.0010109.3083.6730224
Peace River Trib1050YR24HR50.0048.500.0000136.100.050
Peace River Trib2050YR24HR39.0039.000.000027.740.000
Peace River US050YR24HR18.7018.700.00002.800.000
Peace River1050YR24HR18.7018.700.0000700.990.000
TW-North050YR24HR54.0054.000.00000.120.000
Peace River 050YR24HR 50.00 48.50 0.0000 136.10 0.05
Peace River 050YR24HR 39.00 39.00 0.0000 27.74 0.00
Peace River 050YR24HR 18.70 18.70 0.0000 2.80 0.00
Peace River1 050YR24HR 18.70 18.70 0.0000 700.99 0.00
TW-North 050YR24HR 54.00 54.00 0.0000 0.12 0.00
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 6 of 443
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft²]
TW-West050YR24HR49.0049.000.000060.760.000
TW-south050YR24HR54.0054.000.00008.484.100
100100yr24h61.0055.04-0.0007104.24102.19149884
101100yr24h58.0054.15-0.001035.7933.3344444
102100yr24h52.1050.240.0010562.90552.82139786
102A100yr24h50.0049.85-0.00107.305.189032
102B100yr24h49.4050.250.00092.172.17840
102C100yr24h50.3750.940.000492.2792.2621975
102D100yr24h50.3751.010.0010275.63275.6048272
103100yr24h58.0054.78-0.0010291.16178.811338671
104100yr24h57.0051.730.0005564.85542.841912544
105100yr24h60.5052.740.0004519.62337.231946089
106100yr24h60.0054.300.000291.8763.70832113
107100yr24h57.0054.390.000615.7411.98147679
110100yr24h61.0052.670.0005394.33393.43283383
111100yr24h59.0052.930.0006104.30103.9677715
112100yr24h47.4044.270.0009552.37552.3711732
113100yr24h49.3048.520.0010550.93550.8114073
114100yr24h52.1052.310.00026.114.9040226
180100yr24h60.0053.91-0.000949.5743.85144354
181100yr24h61.0055.530.000266.6640.411124320
198100yr24h61.0053.01-0.000852.4247.49212786
199100yr24h60.0053.010.001066.7766.0837884
200100yr24h59.0051.03-0.0007367.66186.86865220
201100yr24h55.5038.66-0.0009350.63350.5719442
202100yr24h38.9038.53-0.0010392.68261.97226530
203100yr24h37.4037.78-0.001016.9816.935309
204100yr24h43.8043.720.001017.2016.892834
205100yr24h46.2046.860.001014.4414.414386
206100yr24h49.1049.350.001010.9510.884585
207100yr24h49.6849.71-0.00109.987.927543
208100yr24h38.4031.860.0010246.71246.718509
209100yr24h43.6040.60-0.00103.273.27253
300100yr24h26.0022.23-0.001093.0345.86453289
302100yr24h22.2022.23-0.001070.8042.0639758
303100yr24h24.9925.480.000417.6817.682659
304100yr24h32.8033.250.001037.9137.826833
305100yr24h22.2019.65-0.000484.3284.3237384
306100yr24h19.1019.46-0.000482.7282.71161992
308100yr24h33.4331.170.00084.264.24361
400100yr24h32.6533.850.000798.7998.794412
401100yr24h50.5022.230.0008128.8183.29334220
402100yr24h22.5022.23-0.001063.3140.9536132
403100yr24h48.0041.22-0.00156.376.081776
404100yr24h56.0041.200.000345.0845.078403
406100yr24h24.4425.060.001513.1113.111307
407100yr24h29.3021.36-0.001041.1341.13203
TW-West 050YR24HR 49.00 49.00 0.0000 60.76 0.00
TW-south 050YR24HR 54.00 54.00 0.0000 8.48 4.10
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
408100yr24h27.0020.620.000946.227.82401859
409100yr24h22.4021.750.00038.574.1020363
500100yr24h54.0049.630.000425.9319.50267876
501100yr24h53.0043.510.001036.8236.246375
502100yr24h52.0043.680.000617.5417.534632
503100yr24h54.0050.18-0.000520.5216.9553761
600100yr24h58.0050.090.0003108.78103.07156756
601100yr24h56.0050.08-0.0005153.22143.35204703
602100yr24h51.3051.780.001025.9125.916232
603100yr24h58.0052.060.000390.4389.76378623
604100yr24h59.0053.960.000219.2913.08408448
605100yr24h59.0053.680.000320.2120.1951055
606100yr24h53.5654.730.000586.2567.28359798
607100yr24h60.0052.720.000551.9949.25375011
608100yr24h60.0055.390.001036.9136.6851409
609100yr24h55.0050.100.000271.2257.55371712
801100yr24h59.0054.230.000626.3218.70241507
803100yr24h58.0054.230.000322.6716.2355637
805100yr24h58.0051.240.000378.4674.27462659
806100yr24h60.0053.390.0003146.18133.271678462
807100yr24h59.0053.400.0003374.4179.073768422
808100yr24h59.0054.240.0004118.9668.77587090
809100yr24h58.0053.390.0002115.8316.37847027
810100yr24h58.0054.510.00049.559.1071928
811100yr24h58.0054.250.0005102.6482.85434632
812100yr24h58.0054.050.000343.9631.25347803
813100yr24h59.0054.240.000329.244.99198506
814100yr24h58.0053.390.000317.8017.7534971
815100yr24h58.0054.05-0.00098.317.7512371
816100yr24h54.5054.640.00038.777.6659131
817100yr24h57.0054.460.001026.6923.43305728
818100yr24h58.0053.480.0004118.14117.35240858
819100yr24h58.0055.230.001018.8815.52205444
Citrus Outfall100yr24h50.0051.810.0005414.29410.75122580
Citrus Pond 1100yr24h51.9052.170.0004112.1136.67264880
Citrus Pond 2100yr24h51.9052.010.000455.3839.33159434
Citrus Swale DS100yr24h51.3052.420.0010114.6194.5331565
Citrus Swale US100yr24h52.3052.690.0010125.5095.2630987
Peace River Trib1100yr24h50.0048.500.0000161.770.050
Peace River Trib2100yr24h39.0039.000.000036.240.000
Peace River US100yr24h18.7018.700.00007.820.000
Peace River1100yr24h18.7018.700.0000876.910.000
Peace River 100yr24h 50.00 48.50 0.0000 161.77 0.05
Peace River 100yr24h 39.00 39.00 0.0000 36.24 0.00
Peace River 100yr24h 18.70 18.70 0.0000 7.82 0.00
Peace River1 100yr24h 18.70 18.70 0.0000 876.91 0.00
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft²]
TW-North100yr24h54.0054.000.00001.320.000
TW-West100yr24h49.0049.000.0000111.470.000
TW-south100yr24h54.0054.000.000013.844.100
100500 yr61.0055.16-0.0010163.39160.77175777
101500 yr58.0054.35-0.001054.5951.7953194
102500 yr52.1051.730.00101072.701053.02359949
102A500 yr50.0051.56-0.0010388.56388.5419840
102B500 yr49.4051.730.00097.854.1621508
102C500 yr50.3751.750.0009182.54174.4531743
102D500 yr50.3751.790.0009539.14531.9463294
103500 yr58.0054.88-0.0010450.75371.611536861
104500 yr57.0051.960.00051068.011040.491981533
105500 yr60.5053.140.0004946.64666.832317641
106500 yr60.0054.400.0002142.94123.19925265
107500 yr57.0054.440.000824.3122.11160324
110500 yr61.0053.070.0006772.49770.28442337
111500 yr59.0053.030.0008164.71164.3889042
112500 yr47.4044.500.0009899.62899.6211836
113500 yr49.3050.14-0.0010712.99712.9421483
114500 yr52.1052.420.000212.6412.0543865
180500 yr60.0054.21-0.000895.9694.35204890
181500 yr61.0055.590.0006105.5888.111274279
198500 yr61.0053.670.0009102.5997.42408326
199500 yr60.0053.66-0.001079.9476.9656898
200500 yr59.0051.260.0006595.64474.06990214
201500 yr55.5040.16-0.0009742.90724.5990647
202500 yr38.9039.980.0010826.20710.04261204
203500 yr37.4038.880.0010408.33408.3111574
204500 yr43.8044.660.0010109.91109.916300
205500 yr46.2047.75-0.0010173.91173.918763
206500 yr49.1050.640.0010359.50359.4911092
207500 yr49.6851.20-0.0010389.54389.5317689
208500 yr38.4032.02-0.0010345.66345.669136
209500 yr43.6043.940.001075.9375.925058
300500 yr26.0023.050.0009195.95157.70483226
302500 yr22.2023.05-0.0010342.92280.1755365
303500 yr24.9925.570.000529.3129.313032
304500 yr32.8033.97-0.0010253.52253.5010182
305500 yr22.2019.990.0002551.03550.1163709
306500 yr19.1019.710.0004352.54352.13193107
308500 yr33.4335.08-0.0010273.60273.5611252
400500 yr32.6534.110.0008163.58163.585748
401500 yr50.5023.050.0009212.56166.77353134
402500 yr22.5023.05-0.001081.0455.9045579
403500 yr48.0041.90-0.001537.2137.205213
404500 yr56.0041.340.000473.1873.178506
406500 yr24.4425.710.001557.2357.232933
TW-North 100yr24h 54.00 54.00 0.0000 1.32 0.00
TW-West 100yr24h 49.00 49.00 0.0000 111.47 0.00
TW-south 100yr24h 54.00 54.00 0.0000 13.84 4.10
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Appendix B. Page 9 of 443
Page 43 Download HTML
Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
407500 yr29.3021.510.001050.5050.50203
408500 yr27.0020.700.001072.4437.50409380
409500 yr22.4022.05-0.000512.745.8923616
500500 yr54.0049.690.000448.3245.97291308
501500 yr53.0044.53-0.001085.2981.5413782
502500 yr52.0044.53-0.000931.5631.1128291
503500 yr54.0050.74-0.000831.9328.70169406
600500 yr58.0050.75-0.0004187.27169.36250465
601500 yr56.0050.74-0.0009215.71201.23418967
602500 yr51.3051.840.001038.1238.116816
603500 yr58.0052.140.0003148.81148.01396824
604500 yr59.0054.040.000230.5323.12442268
605500 yr59.0053.740.000444.0043.9759787
606500 yr53.5654.860.0005133.71120.79423498
607500 yr60.0052.790.000581.6380.28413077
608500 yr60.0055.480.001057.2256.9357026
609500 yr55.0050.740.0003128.0574.19624050
801500 yr59.0054.380.000641.8133.96350783
803500 yr58.0054.380.000427.2724.3662092
805500 yr58.0052.230.0007215.98194.81734329
806500 yr60.0053.650.0009333.68325.832069348
807500 yr59.0053.660.0009658.97254.904055558
808500 yr59.0054.390.0003213.93203.39624408
809500 yr58.0053.630.0002171.8362.00931422
810500 yr58.0054.540.000314.7814.4775970
811500 yr58.0054.400.0004204.03175.87470476
812500 yr58.0054.160.000378.6074.58392103
813500 yr59.0054.380.000364.4229.57216707
814500 yr58.0053.630.000426.7425.6251767
815500 yr58.0054.19-0.000912.7810.6417479
816500 yr54.5054.660.000413.5213.1761147
817500 yr57.0054.510.001041.5439.93327337
818500 yr58.0053.730.0004293.60291.41337511
819500 yr58.0055.280.001029.3227.96226555
Citrus Outfall500 yr50.0052.090.0006822.42820.52131511
Citrus Pond 1500 yr51.9053.380.0008154.7670.32267902
Citrus Pond 2500 yr51.9052.800.000672.1872.94159434
Citrus Swale DS500 yr51.3055.230.0010167.02130.3134613
Citrus Swale US500 yr52.3055.320.0010185.16136.3433957
Peace River Trib1500 yr50.0048.500.0000238.970.050
Peace River Trib2500 yr39.0039.000.000045.470.000
Peace River US500 yr18.7018.700.000037.500.000
Peace River 500 yr 50.00 48.50 0.0000 238.97 0.05
Peace River 500 yr 39.00 39.00 0.0000 45.47 0.00
Peace River 500 yr 18.70 18.70 0.0000 37.50 0.00
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Appendix B. Page 10 of 443
Page 44 Download HTML
Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
Peace River1500 yr18.7018.700.00001829.130.000
TW-North500 yr54.0054.000.000014.360.000
TW-West500 yr49.0049.000.0000369.660.000
TW-south500 yr54.0054.000.000037.014.100
100Hurricane Ian61.0055.140.0008150.64150.11171508
101Hurricane Ian58.0054.28-0.001044.4043.8149986
102Hurricane Ian52.1052.210.00101351.601346.86403393
102AHurricane Ian50.0051.99-0.0010649.26649.2522062
102BHurricane Ian49.4052.210.001013.146.0624508
102CHurricane Ian50.3752.220.0010199.65188.9032541
102DHurricane Ian50.3752.24-0.0009637.64608.7264674
103Hurricane Ian58.0054.870.0010357.73354.531522812
104Hurricane Ian57.0052.290.00051408.071290.242103474
105Hurricane Ian60.5053.320.0004991.59898.102496161
106Hurricane Ian60.0054.440.0002161.37157.92963167
107Hurricane Ian57.0054.450.000819.5119.37163545
110Hurricane Ian61.0053.230.00071024.131022.22554228
111Hurricane Ian59.0053.010.0007153.14153.0786909
112Hurricane Ian47.4044.70-0.00101137.551137.5412137
113Hurricane Ian49.3050.510.0011839.85839.8324132
114Hurricane Ian52.1052.440.000214.2314.0944615
180Hurricane Ian60.0054.35-0.0009139.73137.67236975
181Hurricane Ian61.0055.620.0004131.02125.101352341
198Hurricane Ian61.0053.840.0009164.04160.09465721
199Hurricane Ian60.0053.840.001887.0786.1161361
200Hurricane Ian59.0051.280.0009517.00508.28999882
201Hurricane Ian55.5040.46-0.0009791.44781.11121239
202Hurricane Ian38.9040.270.0010943.55940.76268555
203Hurricane Ian37.4039.080.0010574.73574.7212560
204Hurricane Ian43.8044.76-0.0010135.06135.066753
205Hurricane Ian46.2047.90-0.0010240.67240.679605
206Hurricane Ian49.1050.890.0010551.00551.0012195
207Hurricane Ian49.6851.54-0.0010650.73650.7319675
208Hurricane Ian38.4032.21-0.0010483.96483.969995
209Hurricane Ian43.6044.280.0010127.07127.076481
300Hurricane Ian26.0028.450.0010237.52230.07650973
302Hurricane Ian22.2028.45-0.0010530.14530.1277477
303Hurricane Ian24.9928.45-0.000926.0426.0420689
304Hurricane Ian32.8034.19-0.0010383.60383.6011270
305Hurricane Ian22.2028.450.00101028.001027.97135817
306Hurricane Ian19.1028.450.0010571.59563.23309165
308Hurricane Ian33.4335.310.0011400.08400.0712609
400Hurricane Ian32.6534.220.0010199.64199.646619
401Hurricane Ian50.5028.450.0010284.19282.51467381
402Hurricane Ian22.5028.450.001096.7995.71114582
403Hurricane Ian48.0042.11-0.003065.2065.157017
404Hurricane Ian56.0041.410.000592.2592.258566
7
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Page 45 Download HTML
Node Maximum Results
8
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
406Hurricane Ian24.4428.450.003091.1091.1020268
407Hurricane Ian29.3028.450.001053.3353.3330977
408Hurricane Ian27.0028.450.0010100.5664.29666650
409Hurricane Ian22.4028.450.00088.185.9961977
500Hurricane Ian54.0049.710.000360.3960.13301293
501Hurricane Ian53.0044.75-0.0010127.15109.6516302
502Hurricane Ian52.0044.75-0.000931.8847.9537427
503Hurricane Ian54.0051.21-0.000834.4322.85242936
600Hurricane Ian58.0051.22-0.0006244.83219.48349540
601Hurricane Ian56.0051.21-0.0009273.09247.40541763
602Hurricane Ian51.3051.88-0.001847.6047.607193
603Hurricane Ian58.0052.190.0003193.17192.67408459
604Hurricane Ian59.0054.090.000234.6531.40446323
605Hurricane Ian59.0053.770.000665.1365.1264431
606Hurricane Ian53.5654.890.0005136.66135.59437932
607Hurricane Ian60.0052.830.0006103.28102.83432408
608Hurricane Ian60.0055.490.001057.8557.8157247
609Hurricane Ian55.0051.210.0004138.6986.96854924
801Hurricane Ian59.0054.440.000545.4747.02390465
803Hurricane Ian58.0054.430.000333.6633.5364446
805Hurricane Ian58.0052.870.0009376.27321.14969388
806Hurricane Ian60.0053.820.0008631.78613.602417784
807Hurricane Ian59.0053.850.0008837.76491.644276042
808Hurricane Ian59.0054.450.0004286.94285.25639848
809Hurricane Ian58.0053.780.0002155.31122.43991708
810Hurricane Ian58.0054.540.000413.5413.5075338
811Hurricane Ian58.0054.470.0004243.21239.66485649
812Hurricane Ian58.0054.220.0003111.55110.36416639
813Hurricane Ian59.0054.440.000567.5049.52224142
814Hurricane Ian58.0053.780.000619.6217.3068104
815Hurricane Ian58.0054.37-0.00168.697.3724462
816Hurricane Ian54.5054.640.00048.968.9459680
817Hurricane Ian57.0054.520.001045.2845.07332468
818Hurricane Ian58.0053.880.0005386.94386.19401928
819Hurricane Ian58.0055.300.000832.7732.60232426
Citrus OutfallHurricane Ian50.0052.390.00041093.521085.83142710
Citrus Pond 1Hurricane Ian51.9054.410.0010161.8489.32267902
Citrus Pond 2Hurricane Ian51.9053.470.000790.6193.63159434
Citrus Swale DSHurricane Ian51.3057.13-0.0010165.01141.9836652
Citrus Swale USHurricane Ian52.3057.18-0.0010129.0999.2335973
Peace River Trib1Hurricane Ian50.0048.500.0000299.370.050
Peace River Trib2Hurricane Ian39.0039.000.000047.270.000
Peace RiverHurricane Ian18.7028.450.001064.2998.190
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
US
Peace River1Hurricane Ian18.7028.450.00102670.48199.880
TW-NorthHurricane Ian54.0054.000.000026.530.000
TW-WestHurricane Ian49.0049.000.0000680.610.000
TW-southHurricane Ian54.0054.000.000055.914.100
100Hurricane Irma61.0054.85-0.001041.9641.47113911
101Hurricane Irma58.0054.00-0.001015.8821.4937815
102Hurricane Irma52.1048.630.0010455.33454.3942452
102AHurricane Irma50.0049.090.00073.002.714081
102BHurricane Irma49.4049.630.00011.511.50100
102CHurricane Irma50.3750.860.000466.8966.8920016
102DHurricane Irma50.3750.930.0010218.19218.1844587
103Hurricane Irma58.0054.650.0010105.3170.981078769
104Hurricane Irma57.0051.670.0006441.61436.871894057
105Hurricane Irma60.5052.530.0005251.65237.481766380
106Hurricane Irma60.0054.260.000250.2447.62793956
107Hurricane Irma57.0054.340.00075.775.30131336
110Hurricane Irma61.0052.470.0007273.81273.40214795
111Hurricane Irma59.0052.770.000839.0739.0160062
112Hurricane Irma47.4044.220.0008460.21460.2011683
113Hurricane Irma49.3046.810.0010458.52458.4511796
114Hurricane Irma52.1052.270.00023.753.1038784
180Hurricane Irma60.0053.90-0.001044.3842.51142005
181Hurricane Irma61.0055.530.000343.2638.151114613
198Hurricane Irma61.0052.670.000837.4835.60121823
199Hurricane Irma60.0052.66-0.001259.4759.0727117
9
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Appendix B. Page 13 of 443
Page 47 Download HTML
Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
200Hurricane Irma59.0050.730.0009130.2883.71733332
201Hurricane Irma55.5037.57-0.0008162.52162.518958
202Hurricane Irma38.9035.21-0.0010180.51170.19151635
203Hurricane Irma37.4036.290.00081.991.98885
204Hurricane Irma43.8041.780.00108.538.48452
205Hurricane Irma46.2046.61-0.00107.507.403285
206Hurricane Irma49.1048.390.00095.835.692301
207Hurricane Irma49.6848.660.00074.604.263850
208Hurricane Irma38.4031.71-0.0010171.04171.047907
209Hurricane Irma43.6040.21-0.00101.371.37100
300Hurricane Irma26.0023.94-0.001042.1972.47517029
302Hurricane Irma22.2023.94-0.0010130.77115.1662734
303Hurricane Irma24.9925.320.00056.276.272195
304Hurricane Irma32.8032.53-0.001012.5912.164008
305Hurricane Irma22.2023.940.0004121.74126.57119072
306Hurricane Irma19.1023.940.000572.7772.71273588
308Hurricane Irma33.4330.620.00071.401.40172
400Hurricane Irma32.6533.600.000553.2853.283477
401Hurricane Irma50.5023.940.001066.4875.33376800
402Hurricane Irma22.5023.940.001052.2032.1255897
403Hurricane Irma48.0040.69-0.00301.903.04100
404Hurricane Irma56.0041.100.000126.8826.888320
406Hurricane Irma24.4424.890.00306.976.96984
407Hurricane29.3023.940.001031.9131.901196
10
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
Irma
408Hurricane Irma27.0023.940.000826.846.85541786
409Hurricane Irma22.4023.940.00053.102.4333468
500Hurricane Irma54.0049.610.000414.0413.87261230
501Hurricane Irma53.0042.77-0.000927.5627.543023
502Hurricane Irma52.0043.630.00047.067.063356
503Hurricane Irma54.0049.65-0.00056.776.5810514
600Hurricane Irma58.0049.670.000369.1871.21133836
601Hurricane Irma56.0049.650.0006111.37109.95107049
602Hurricane Irma51.3051.74-0.001819.7019.705928
603Hurricane Irma58.0052.000.000559.6459.38365698
604Hurricane Irma59.0053.930.000310.009.59383592
605Hurricane Irma59.0053.660.000415.6115.6048041
606Hurricane Irma53.5654.610.000539.1833.84299999
607Hurricane Irma60.0052.660.000631.1031.01339451
608Hurricane Irma60.0055.260.000716.6016.5443808
609Hurricane Irma55.0049.940.000332.3130.00328827
801Hurricane Irma59.0054.210.000412.7310.87222692
803Hurricane Irma58.0054.200.000312.8212.6954526
805Hurricane Irma58.0050.790.000242.8539.96346591
806Hurricane Irma60.0053.270.000478.6357.981569612
807Hurricane Irma59.0053.280.0004209.7044.653659506
808Hurricane Irma59.0054.220.000557.3753.12580235
809Hurricane Irma58.0053.350.000344.9813.40834613
11
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Page 49 Download HTML
Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
810Hurricane Irma58.0054.460.00043.863.7865676
811Hurricane Irma58.0054.220.000450.0443.52428170
812Hurricane Irma58.0054.030.000326.0125.62340100
813Hurricane Irma59.0054.220.000513.843.46195397
814Hurricane Irma58.0053.350.00056.165.6833867
815Hurricane Irma58.0054.04-0.00162.471.9611724
816Hurricane Irma54.5054.590.00042.572.4855613
817Hurricane Irma57.0054.420.001012.9712.61284272
818Hurricane Irma58.0053.420.000489.6289.10232672
819Hurricane Irma58.0055.190.00109.429.09187840
Citrus OutfallHurricane Irma50.0051.730.0005315.86315.76120462
Citrus Pond 1Hurricane Irma51.9052.140.000654.5537.46264750
Citrus Pond 2Hurricane Irma51.9051.980.000538.8937.67159434
Citrus Swale DSHurricane Irma51.3052.440.000852.4547.9531588
Citrus Swale USHurricane Irma52.3052.480.000943.8136.4230901
Peace River Trib1Hurricane Irma50.0048.500.0000124.780.090
Peace River Trib2Hurricane Irma39.0039.000.000027.540.000
Peace River USHurricane Irma18.7023.940.00086.8526.840
Peace River1Hurricane Irma18.7023.940.0008707.8732.910
TW-NorthHurricane Irma54.0054.000.00000.610.000
TW-WestHurricane Irma49.0049.000.000058.300.000
TW-southHurricane Irma54.0054.000.000012.774.100
Peace River Hurricane 50.00 48.50 0.0000 124.78 0.09
Peace River Hurricane 39.00 39.00 0.0000 27.54 0.00
Peace River Hurricane 18.70 23.94 0.0008 6.85 26.84
Peace River1 Hurricane 18.70 23.94 0.0008 707.87 32.91
TW-North Hurricane 54.00 54.00 0.0000 0.61 0.00
TW-West Hurricane 49.00 49.00 0.0000 58.30 0.00
TW-south Hurricane 54.00 54.00 0.0000 12.77 4.10
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Node Maximum Results
Node Max Conditions [PD&E]
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
100100YR24HR61.0055.04-0.0007104.24102.19149885
101100YR24HR58.0054.15-0.001035.7933.3344445
102100YR24HR52.1050.24-0.0010562.89552.82139785
102A100YR24HR50.0049.850.00107.305.189032
102B100YR24HR49.4050.250.00082.172.17840
102C100YR24HR50.3750.940.000492.2792.2621975
102D100YR24HR50.3751.010.0010275.63275.6048272
103100YR24HR58.0054.78-0.0010291.16178.821338682
104100YR24HR57.0051.730.0005564.86542.841912544
105100YR24HR60.5052.740.0004519.63337.231946093
106100YR24HR60.0054.300.000291.8763.70832113
107100YR24HR57.0054.390.000715.7411.98147680
110100YR24HR61.0052.670.0005394.33393.43283385
111100YR24HR59.0052.930.0006104.30103.9777715
112100YR24HR47.4044.270.0009552.38552.3711732
113100YR24HR49.3048.520.0010550.93550.8114073
114100YR24HR52.1052.310.00026.114.9040227
180100YR24HR60.0053.91-0.001049.5743.85144355
181100YR24HR61.0055.530.000266.6640.411124322
198100YR24HR61.0053.01-0.000852.4247.49212786
199100YR24HR60.0053.01-0.001066.7766.0837884
200100YR24HR59.0051.03-0.0007367.66186.87865223
201100YR24HR55.5038.260.0007350.63350.5714929
202100YR24HR38.9035.540.0010392.68348.87163037
203100YR24HR37.4037.180.00075.905.023077
204100YR24HR43.8043.720.001017.2016.892834
205100YR24HR46.2046.86-0.001014.4414.414386
206100YR24HR49.1049.350.001010.9510.884585
207100YR24HR49.6849.710.00109.987.927543
208100YR24HR38.4032.030.0010350.75350.749542
209100YR24HR43.6040.600.00103.273.27253
300100YR24HR26.0022.25-0.0009101.0555.83453840
302100YR24HR22.2022.25-0.0010113.3973.3939995
303100YR24HR24.9925.480.000417.6817.682659
304100YR24HR32.8033.360.001039.2538.977393
305100YR24HR22.2019.63-0.000574.6274.6235912
306100YR24HR19.1019.46-0.000378.1577.90159666
308100YR24HR33.4331.170.00084.264.24361
400100YR24HR32.6533.850.000798.7998.794412
401100YR24HR50.5022.250.0010136.3676.63334529
402100YR24HR22.5022.250.001024.2822.8936330
403100YR24HR48.0041.22-0.00156.376.081775
404100YR24HR56.0041.200.000345.0745.078403
406100YR24HR24.4425.060.001513.1113.101307
407100YR24HR29.3020.360.00104.334.33100
408100YR24HR27.0020.620.000746.227.82401859
13
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Page 51 Download HTML
Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
409100YR24HR22.4021.750.00038.574.1020363
500100YR24HR54.0049.630.000425.9319.50267876
501100YR24HR53.0043.510.001036.8236.246375
502100YR24HR52.0043.680.000617.5417.534632
503100YR24HR54.0050.18-0.000520.5216.9553762
600100YR24HR58.0050.09-0.0004108.78103.07156756
601100YR24HR56.0050.08-0.0005153.21143.34204703
602100YR24HR51.3051.78-0.001025.9125.916232
603100YR24HR58.0052.060.000390.4389.76378623
604100YR24HR59.0053.960.000219.2913.08408448
605100YR24HR59.0053.680.000320.2120.1951055
606100YR24HR53.5654.730.000586.2567.28359799
607100YR24HR60.0052.720.000551.9949.25375011
608100YR24HR60.0055.390.001036.9136.6851409
609100YR24HR55.0050.100.000271.2257.55371712
801100YR24HR59.0054.230.000526.3218.70241507
803100YR24HR58.0054.230.000322.6716.2355637
805100YR24HR58.0051.240.000378.4674.27462660
806100YR24HR60.0053.390.0003146.18133.271678463
807100YR24HR59.0053.400.0002374.4279.073768423
808100YR24HR59.0054.240.0005118.9668.77587091
809100YR24HR58.0053.390.0003115.8316.37847027
810100YR24HR58.0054.510.00049.559.1071929
811100YR24HR58.0054.250.0005102.6482.86434632
812100YR24HR58.0054.050.000343.9631.25347804
813100YR24HR59.0054.240.000329.244.99198506
814100YR24HR58.0053.390.000317.8017.7534971
815100YR24HR58.0054.05-0.00098.317.7512371
816100YR24HR54.5054.640.00038.777.6659131
817100YR24HR57.0054.460.001026.6923.43305728
818100YR24HR58.0053.480.0004118.14117.35240858
819100YR24HR58.0055.230.001018.8815.52205444
Citrus Outfall100YR24HR50.0051.810.0007414.29410.75122580
Citrus Pond 1100YR24HR51.9052.170.0005112.1136.67264880
Citrus Pond 2100YR24HR51.9052.010.000555.3939.33159434
Citrus Swale DS100YR24HR51.3052.420.0010114.6194.5431565
Citrus Swale US100YR24HR52.3052.690.0010125.5095.2630987
Peace River Trib1100YR24HR50.0048.500.0000161.760.050
Peace River Trib2100YR24HR39.0039.000.000036.240.000
Peace River US100YR24HR18.7018.700.00007.820.000
Peace River1100YR24HR18.7018.700.0000859.630.000
TW-North100YR24HR54.0054.000.00001.320.000
Peace River 100YR24HR 50.00 48.50 0.0000 161.76 0.05
Peace River 100YR24HR 39.00 39.00 0.0000 36.24 0.00
Peace River 100YR24HR 18.70 18.70 0.0000 7.82 0.00
Peace River1 100YR24HR 18.70 18.70 0.0000 859.63 0.00
TW-North 100YR24HR 54.00 54.00 0.0000 1.32 0.00
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Page 52 Download HTML
Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
TW-West100YR24HR49.0049.000.0000111.470.000
TW-south100YR24HR54.0054.000.000013.844.100
100500YR24HR61.0055.16-0.0010163.39160.77175777
101500YR24HR58.0054.35-0.001054.5951.7953194
102500YR24HR52.1051.730.00101072.691053.01359949
102A500YR24HR50.0051.560.0010388.56388.5419840
102B500YR24HR49.4051.730.00097.854.1621507
102C500YR24HR50.3751.750.0008182.54174.4531743
102D500YR24HR50.3751.790.0008539.15531.9563294
103500YR24HR58.0054.88-0.0010450.75371.621536864
104500YR24HR57.0051.960.00051068.021040.491981534
105500YR24HR60.5053.140.0004946.64666.832317644
106500YR24HR60.0054.400.0003142.94123.19925266
107500YR24HR57.0054.440.000824.3122.11160324
110500YR24HR61.0053.070.0009772.49770.28442339
111500YR24HR59.0053.030.0007164.71164.3989042
112500YR24HR47.4044.500.0009899.61899.6111836
113500YR24HR49.3050.140.0010712.98712.9321483
114500YR24HR52.1052.420.000212.6412.0643865
180500YR24HR60.0054.210.001095.9594.34204884
181500YR24HR61.0055.590.0004105.5888.101274261
198500YR24HR61.0053.670.0009102.5997.42408320
199500YR24HR60.0053.66-0.001099.4276.9656897
200500YR24HR59.0051.260.0008595.64474.06990216
201500YR24HR55.5039.340.0009742.91742.4833735
202500YR24HR38.9039.01-0.0010836.49654.27238053
203500YR24HR37.4038.38-0.001067.9167.688746
204500YR24HR43.8044.660.0010109.91109.916301
205500YR24HR46.2047.75-0.0010173.91173.918763
206500YR24HR49.1050.64-0.0010359.49359.4911092
207500YR24HR49.6851.200.0010389.54389.5317689
208500YR24HR38.4032.380.0010631.08631.0810906
209500YR24HR43.6043.940.001075.9275.925058
300500YR24HR26.0024.070.0010181.30100.74521502
302500YR24HR22.2024.07-0.0010183.63101.1663383
303500YR24HR24.9925.570.000529.3129.313032
304500YR24HR32.8033.78-0.001081.3281.109321
305500YR24HR22.2019.680.0001102.86102.8539944
306500YR24HR19.1019.490.0004102.53102.14170658
308500YR24HR33.4331.730.00096.596.48663
400500YR24HR32.6534.110.0009163.58163.585748
401500YR24HR50.5024.070.0010247.39122.50379818
402500YR24HR22.5024.070.001059.6344.4857334
403500YR24HR48.0041.90-0.001537.2137.205213
404500YR24HR56.0041.340.000473.1873.178506
406500YR24HR24.4425.710.001557.2457.232933
407500YR24HR29.3020.480.00106.396.39100
TW-West 100YR24HR 49.00 49.00 0.0000 111.47 0.00
TW-south 100YR24HR 54.00 54.00 0.0000 13.84 4.10
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Page 53 Download HTML
Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
408500YR24HR27.0020.700.000772.4437.50409380
409500YR24HR22.4022.05-0.000312.745.8923616
500500YR24HR54.0049.690.000548.3245.97291308
501500YR24HR53.0044.53-0.001081.6481.5513782
502500YR24HR52.0044.53-0.000831.5630.2328291
503500YR24HR54.0050.74-0.001031.9328.70169405
600500YR24HR58.0050.75-0.0009187.27169.36250464
601500YR24HR56.0050.74-0.0009215.71201.22418965
602500YR24HR51.3051.840.001038.1238.126816
603500YR24HR58.0052.140.0004148.81148.01396825
604500YR24HR59.0054.040.000230.5323.12442268
605500YR24HR59.0053.740.000444.0043.9759787
606500YR24HR53.5654.860.0006133.71120.79423499
607500YR24HR60.0052.790.000681.6380.28413078
608500YR24HR60.0055.480.001057.2256.9357026
609500YR24HR55.0050.74-0.0004128.0574.20624048
801500YR24HR59.0054.380.000641.8133.96350783
803500YR24HR58.0054.380.000527.2724.3662092
805500YR24HR58.0052.230.0004215.98194.81734327
806500YR24HR60.0053.650.0006333.68325.832069344
807500YR24HR59.0053.660.0006658.98254.904055556
808500YR24HR59.0054.390.0004213.93203.40624408
809500YR24HR58.0053.630.0003171.8362.00931421
810500YR24HR58.0054.540.000414.7814.4775970
811500YR24HR58.0054.400.0005204.03175.87470477
812500YR24HR58.0054.160.000478.6074.58392103
813500YR24HR59.0054.380.000464.4329.57216707
814500YR24HR58.0053.630.000426.7425.6251767
815500YR24HR58.0054.19-0.000912.7810.6417479
816500YR24HR54.5054.660.000413.5213.1761147
817500YR24HR57.0054.510.001041.5439.93327337
818500YR24HR58.0053.730.0004293.60291.41337512
819500YR24HR58.0055.280.001029.3227.96226555
Citrus Outfall500YR24HR50.0052.090.0008822.42820.52131511
Citrus Pond 1500YR24HR51.9053.380.0008154.7670.32267902
Citrus Pond 2500YR24HR51.9052.800.000872.1772.94159434
Citrus Swale DS500YR24HR51.3055.230.0010167.02130.3134613
Citrus Swale US500YR24HR52.3055.320.0010185.16136.3433957
Peace River Trib1500YR24HR50.0048.500.0000238.980.050
Peace River Trib2500YR24HR39.0039.000.000045.470.000
Peace River US500YR24HR18.7018.700.000037.500.000
Peace River1500YR24HR18.7018.700.00001672.760.000
Peace River 500YR24HR 50.00 48.50 0.0000 238.98 0.05
Peace River 500YR24HR 39.00 39.00 0.0000 45.47 0.00
Peace River 500YR24HR 18.70 18.70 0.0000 37.50 0.00
Peace River1 500YR24HR 18.70 18.70 0.0000 1672.76 0.00
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Appendix B. Page 20 of 443
Page 54 Download HTML
Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
TW-North500YR24HR54.0054.000.000014.360.000
TW-West500YR24HR49.0049.000.0000369.660.000
TW-south500YR24HR54.0054.000.000037.014.100
10050YR24HR61.0055.000.000588.2686.32141518
10150YR24HR58.0054.09-0.001031.5728.1941516
10250YR24HR52.1048.300.0010428.48427.0138914
102A50YR24HR50.0049.61-0.00066.084.837477
102B50YR24HR49.4049.65-0.00011.721.72100
102C50YR24HR50.3750.850.000461.4061.4019546
102D50YR24HR50.3750.900.0009205.47205.4543645
10350YR24HR58.0054.74-0.0010247.63129.381256873
10450YR24HR57.0051.660.0005436.12414.121889765
10550YR24HR60.5052.590.0004402.49259.301815911
10650YR24HR60.0054.260.000377.7448.30795772
10750YR24HR57.0054.370.000613.408.95142005
11050YR24HR61.0052.530.0006304.63304.07231609
11150YR24HR59.0052.900.000687.4887.1473955
11250YR24HR47.4044.20-0.0008430.49430.4811657
11350YR24HR49.3046.47-0.0010429.55429.4411618
11450YR24HR52.1052.280.00024.733.3338990
18050YR24HR60.0053.82-0.001041.7336.22129868
18150YR24HR61.0055.510.000356.1628.931070319
19850YR24HR61.0052.630.000842.4842.57112599
19950YR24HR60.0052.620.001058.6958.2625890
20050YR24HR59.0050.900.0007306.51124.23806732
20150YR24HR55.5037.920.0006250.79250.7611981
20250YR24HR38.9034.46-0.0010282.90268.74122207
20350YR24HR37.4036.99-0.00085.004.342559
20450YR24HR43.8043.490.001014.6413.972286
20550YR24HR46.2046.81-0.000712.1212.104168
20650YR24HR49.1049.25-0.00089.569.184171
20750YR24HR49.6849.51-0.00108.716.766499
20850YR24HR38.4031.900.0010270.28270.279011
20950YR24HR43.6040.500.00102.722.72172
30050YR24HR26.0021.860.000988.9151.21438490
30250YR24HR22.2021.86-0.0010105.3766.2834944
30350YR24HR24.9925.450.000414.6014.602564
30450YR24HR32.8033.27-0.001032.3632.106948
30550YR24HR22.2019.61-0.000467.4167.3934631
30650YR24HR19.1019.45-0.000371.3271.22156282
30850YR24HR33.4331.060.00083.633.61304
40050YR24HR32.6533.770.000781.8281.824107
40150YR24HR50.5021.860.0010113.1366.04326509
40250YR24HR22.5021.860.001020.6419.4332352
40350YR24HR48.0041.09-0.00155.405.281116
40450YR24HR56.0041.160.000338.0638.068373
40650YR24HR24.4425.000.001510.7210.721158
TW-North 500YR24HR 54.00 54.00 0.0000 14.36 0.00
TW-West 500YR24HR 49.00 49.00 0.0000 369.66 0.00
TW-south 500YR24HR 54.00 54.00 0.0000 37.01 4.10
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Appendix B. Page 21 of 443
Page 55 Download HTML
Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
40750YR24HR29.3020.320.00103.773.77100
40850YR24HR27.0020.590.000739.102.80398634
40950YR24HR22.4021.660.00037.433.6119380
50050YR24HR54.0049.610.000420.4213.28260449
50150YR24HR53.0042.780.001027.8827.743104
50250YR24HR52.0043.670.000514.0014.004275
50350YR24HR54.0050.12-0.000517.4113.9943206
60050YR24HR58.0049.840.000487.6581.88140626
60150YR24HR56.0049.82-0.0006127.91124.63142598
60250YR24HR51.3051.76-0.001022.5422.546092
60350YR24HR58.0052.030.000374.6773.88372465
60450YR24HR59.0053.940.000216.0310.38389501
60550YR24HR59.0053.650.000314.4214.4047043
60650YR24HR53.5654.680.000773.3252.14334048
60750YR24HR60.0052.690.000543.9740.59359997
60850YR24HR60.0055.360.001031.3831.1649618
60950YR24HR55.0050.000.000358.2742.31339594
80150YR24HR59.0054.160.000522.1317.43192307
80350YR24HR58.0054.160.000421.3315.2352734
80550YR24HR58.0050.820.000249.9541.98354610
80650YR24HR60.0053.280.0004120.38108.771572126
80750YR24HR59.0053.280.0004290.1042.113661930
80850YR24HR59.0054.180.000591.2338.47570243
80950YR24HR58.0053.280.000398.608.84810852
81050YR24HR58.0054.500.00048.137.5070344
81150YR24HR58.0054.180.000588.3965.26419012
81250YR24HR58.0054.020.000339.0222.59335596
81350YR24HR59.0054.180.000318.814.64190201
81450YR24HR58.0053.280.000315.3615.3131758
81550YR24HR58.0054.02-0.00097.096.7111189
81650YR24HR54.5054.620.00037.475.7358143
81750YR24HR57.0054.450.000822.6518.54297083
81850YR24HR58.0053.390.000471.7771.50226991
81950YR24HR58.0055.210.000916.0411.96196669
Citrus Outfall50YR24HR50.0051.720.0007311.76308.21119998
Citrus Pond 150YR24HR51.9051.930.000599.4128.16263892
Citrus Pond 250YR24HR51.9051.840.000649.1130.48159043
Citrus Swale DS50YR24HR51.3052.070.001099.7483.8031173
Citrus Swale US50YR24HR52.3052.100.0010109.3083.6730224
Peace River Trib150YR24HR50.0048.500.0000136.100.050
Peace River Trib250YR24HR39.0039.000.000027.740.000
Peace River US50YR24HR18.7018.700.00002.800.000
Peace River 50YR24HR 50.00 48.50 0.0000 136.10 0.05
Peace River 50YR24HR 39.00 39.00 0.0000 27.74 0.00
Peace River 50YR24HR 18.70 18.70 0.0000 2.80 0.00
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
Peace River150YR24HR18.7018.700.0000659.510.000
TW-North50YR24HR54.0054.000.00000.120.000
TW-West50YR24HR49.0049.000.000060.760.000
TW-south50YR24HR54.0054.000.00008.484.100
100Hurricane Ian61.0055.14-0.0010150.64150.11171508
101Hurricane Ian58.0054.280.001044.4043.8149986
102Hurricane Ian52.1052.21-0.00101351.571346.82403389
102AHurricane Ian50.0051.99-0.0010649.23649.2222062
102BHurricane Ian49.4052.210.000913.146.0624508
102CHurricane Ian50.3752.220.0009199.65188.9032541
102DHurricane Ian50.3752.240.0008637.65608.7364674
103Hurricane Ian58.0054.870.0010357.73354.531522812
104Hurricane Ian57.0052.290.00051408.071290.212103457
105Hurricane Ian60.5053.320.0004991.59898.092496150
106Hurricane Ian60.0054.440.0002161.37157.91963163
107Hurricane Ian57.0054.450.000819.5119.37163544
110Hurricane Ian61.0053.230.00071024.121022.21554220
111Hurricane Ian59.0053.010.0007153.14153.0786909
112Hurricane Ian47.4044.70-0.00101137.521137.5212137
113Hurricane Ian49.3050.510.0011839.83839.8124132
114Hurricane Ian52.1052.440.000214.2314.0944615
180Hurricane Ian60.0054.35-0.0009139.72137.66236967
181Hurricane Ian61.0055.620.0002131.02125.091352326
198Hurricane Ian61.0053.840.0010164.03160.07465712
199Hurricane Ian60.0053.840.001787.0686.1061360
200Hurricane Ian59.0051.280.0009517.00508.28999882
201Hurricane Ian55.5040.04-0.0009791.45773.6378788
202Hurricane Ian38.9039.80-0.0010935.56916.50256892
203Hurricane Ian37.4039.60-0.0010270.00269.9314682
204Hurricane Ian43.8044.76-0.0010135.06135.066753
205Hurricane Ian46.2047.90-0.0010240.66240.669604
206Hurricane Ian49.1050.89-0.0010550.98550.9812195
207Hurricane Ian49.6851.540.0010650.70650.6919675
208Hurricane Ian38.4032.52-0.0010766.16766.1611407
209Hurricane Ian43.6044.28-0.0010127.07127.076481
300Hurricane Ian26.0028.450.0010337.3293.77650960
302Hurricane Ian22.2028.450.0010307.44266.6477487
303Hurricane Ian24.9928.450.000726.0426.0420685
304Hurricane Ian32.8034.94-0.0010298.76298.7115382
305Hurricane Ian22.2028.450.0009258.92243.91135827
306Hurricane Ian19.1028.450.0007123.57118.72309165
308Hurricane Ian33.4331.060.00073.653.65307
400Hurricane Ian32.6534.220.0010199.64199.646619
401Hurricane Ian50.5028.450.0010322.97231.40467370
402Hurricane Ian22.5028.450.0010187.05141.74114579
403Hurricane Ian48.0042.11-0.003065.1665.157017
404Hurricane Ian56.0041.410.000592.2592.258566
19
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Node Maximum Results
20
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
406Hurricane Ian24.4428.450.003091.1091.1020265
407Hurricane Ian29.3028.450.0010141.84141.8430974
408Hurricane Ian27.0028.450.0010100.5664.29666650
409Hurricane Ian22.4028.450.00058.185.9961977
500Hurricane Ian54.0049.710.000460.3960.13301292
501Hurricane Ian53.0044.750.0010109.56109.5316286
502Hurricane Ian52.0044.750.000831.8829.9337402
503Hurricane Ian54.0051.21-0.001034.4322.85242934
600Hurricane Ian58.0051.22-0.0007244.83219.48349533
601Hurricane Ian56.0051.21-0.0010273.08247.40541758
602Hurricane Ian51.3051.88-0.001847.6047.607193
603Hurricane Ian58.0052.190.0004193.16192.66408458
604Hurricane Ian59.0054.090.000234.6531.40446322
605Hurricane Ian59.0053.770.000665.1365.1264431
606Hurricane Ian53.5654.890.0005136.66135.59437931
607Hurricane Ian60.0052.830.0006103.28102.83432407
608Hurricane Ian60.0055.490.001057.8557.8157247
609Hurricane Ian55.0051.21-0.0004138.6986.96854908
801Hurricane Ian59.0054.440.000645.4747.02390462
803Hurricane Ian58.0054.430.000333.6533.5364446
805Hurricane Ian58.0052.870.0006376.25321.12969360
806Hurricane Ian60.0053.820.0004631.76613.552417732
807Hurricane Ian59.0053.850.0004837.74491.604276009
808Hurricane Ian59.0054.450.0004286.94285.25639847
809Hurricane Ian58.0053.780.0002155.31122.42991703
810Hurricane Ian58.0054.540.000413.5413.5075338
811Hurricane Ian58.0054.470.0005243.21239.66485648
812Hurricane Ian58.0054.220.0003111.55110.36416637
813Hurricane Ian59.0054.440.000667.5149.52224142
814Hurricane Ian58.0053.780.000619.6217.3068102
815Hurricane Ian58.0054.37-0.00168.697.3724462
816Hurricane Ian54.5054.640.00048.968.9459680
817Hurricane Ian57.0054.520.001045.2845.07332467
818Hurricane Ian58.0053.880.0005386.93386.18401918
819Hurricane Ian58.0055.300.001032.7732.60232426
Citrus OutfallHurricane Ian50.0052.390.00041093.511085.82142708
Citrus Pond 1Hurricane Ian51.9054.410.0005161.8489.32267902
Citrus Pond 2Hurricane Ian51.9053.470.000490.6193.63159434
Citrus Swale DSHurricane Ian51.3057.130.0010165.01141.9836652
Citrus Swale USHurricane Ian52.3057.180.0010129.0999.2335973
Peace River Trib1Hurricane Ian50.0048.500.0000299.360.050
Peace River Trib2Hurricane Ian39.0039.000.000047.260.000
Peace RiverHurricane Ian18.7028.450.000664.2998.190
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
US
Peace River1Hurricane Ian18.7028.450.00062197.68120.000
TW-NorthHurricane Ian54.0054.000.000026.520.000
TW-WestHurricane Ian49.0049.000.0000680.560.000
TW-southHurricane Ian54.0054.000.000055.914.100
100Hurricane Irma61.0054.85-0.001041.9641.47113911
101Hurricane Irma58.0054.00-0.001015.8821.4937815
102Hurricane Irma52.1048.63-0.0010455.33454.3942453
102AHurricane Irma50.0049.09-0.00083.002.714081
102BHurricane Irma49.4049.630.00011.501.50100
102CHurricane Irma50.3750.860.000466.8966.8920016
102DHurricane Irma50.3750.930.0009218.19218.1844587
103Hurricane Irma58.0054.650.0010105.3170.981078771
104Hurricane Irma57.0051.670.0007441.62436.881894057
105Hurricane Irma60.5052.530.0005251.65237.481766383
106Hurricane Irma60.0054.260.000350.2447.62793956
107Hurricane Irma57.0054.340.00075.775.30131337
110Hurricane Irma61.0052.470.0008273.81273.40214796
111Hurricane Irma59.0052.770.000839.0739.0160062
112Hurricane Irma47.4044.220.0010460.21460.2111683
113Hurricane Irma49.3046.810.0010458.53458.4511796
114Hurricane Irma52.1052.270.00023.753.1038784
180Hurricane Irma60.0053.900.001044.3842.51142006
181Hurricane Irma61.0055.530.000343.2638.151114614
198Hurricane Irma61.0052.670.000937.4835.60121824
199Hurricane Irma60.0052.66-0.001259.4759.0727117
21
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
200Hurricane Irma59.0050.730.0009130.2883.71733334
201Hurricane Irma55.5037.57-0.0008162.52162.518958
202Hurricane Irma38.9033.11-0.0010180.46177.8973373
203Hurricane Irma37.4036.400.00081.991.951056
204Hurricane Irma43.8041.78-0.00108.538.48452
205Hurricane Irma46.2046.610.00107.507.403285
206Hurricane Irma49.1048.390.00095.835.692301
207Hurricane Irma49.6848.66-0.00084.604.263850
208Hurricane Irma38.4031.73-0.0010179.13179.138315
209Hurricane Irma43.6040.21-0.00101.371.37100
300Hurricane Irma26.0024.150.001054.0836.64524368
302Hurricane Irma22.2024.14-0.001077.0564.1463740
303Hurricane Irma24.9925.320.00076.276.272195
304Hurricane Irma32.8032.57-0.001013.0212.574158
305Hurricane Irma22.2023.940.000265.1065.09119085
306Hurricane Irma19.1023.940.000468.1168.07273588
308Hurricane Irma33.4330.620.00081.401.40172
400Hurricane Irma32.6533.600.000653.2853.283477
401Hurricane Irma50.5024.150.001071.0456.89381525
402Hurricane Irma22.5024.150.00109.668.0158231
403Hurricane Irma48.0040.69-0.00301.903.04100
404Hurricane Irma56.0041.100.000126.8826.888320
406Hurricane Irma24.4424.890.00306.976.96985
407Hurricane29.3023.940.00101.551.531191
22
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
Irma
408Hurricane Irma27.0023.940.000726.846.85541786
409Hurricane Irma22.4023.940.00053.102.4333468
500Hurricane Irma54.0049.610.000414.0413.87261230
501Hurricane Irma53.0042.77-0.001027.5627.543023
502Hurricane Irma52.0043.630.00067.067.063356
503Hurricane Irma54.0049.65-0.00056.776.5810514
600Hurricane Irma58.0049.67-0.000369.1871.21133837
601Hurricane Irma56.0049.650.0006111.38109.95107050
602Hurricane Irma51.3051.74-0.001819.7019.705928
603Hurricane Irma58.0052.000.000559.6459.38365698
604Hurricane Irma59.0053.930.000310.009.59383592
605Hurricane Irma59.0053.660.000415.6115.6048041
606Hurricane Irma53.5654.610.000739.1833.84300000
607Hurricane Irma60.0052.660.000631.1031.01339451
608Hurricane Irma60.0055.260.000916.6016.5443808
609Hurricane Irma55.0049.940.000332.3130.00328827
801Hurricane Irma59.0054.210.000812.7310.87222698
803Hurricane Irma58.0054.200.000412.8212.6954526
805Hurricane Irma58.0050.790.000342.8539.96346594
806Hurricane Irma60.0053.270.000478.6357.981569615
807Hurricane Irma59.0053.280.0004209.7044.653659509
808Hurricane Irma59.0054.220.000757.3753.12580236
809Hurricane Irma58.0053.350.000444.9813.40834614
23
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Node Maximum Results
Node NameSim NameWarning Stage [ft]Max Stage [ft]Min/Max Delta Stage [ft]Max Total Inflow [cfs]Max Total Outflow [cfs]Max Surface Area [ft2]
810Hurricane Irma58.0054.460.00043.863.7865676
811Hurricane Irma58.0054.220.000450.0443.52428171
812Hurricane Irma58.0054.030.000426.0225.62340102
813Hurricane Irma59.0054.220.000613.843.46195397
814Hurricane Irma58.0053.350.00056.165.6833867
815Hurricane Irma58.0054.04-0.00162.471.9611725
816Hurricane Irma54.5054.590.00042.572.4855613
817Hurricane Irma57.0054.420.001012.9712.61284272
818Hurricane Irma58.0053.420.000489.6289.10232673
819Hurricane Irma58.0055.190.00109.429.09187840
Citrus OutfallHurricane Irma50.0051.730.0007315.86315.76120462
Citrus Pond 1Hurricane Irma51.9052.140.000954.5437.46264750
Citrus Pond 2Hurricane Irma51.9051.980.000838.8937.67159434
Citrus Swale DSHurricane Irma51.3052.440.001052.4547.9531588
Citrus Swale USHurricane Irma52.3052.480.001043.8136.4230901
Peace River Trib1Hurricane Irma50.0048.500.0000124.780.090
Peace River Trib2Hurricane Irma39.0039.000.000027.540.000
Peace River USHurricane Irma18.7023.940.00086.8526.840
Peace River1Hurricane Irma18.7023.940.0008708.8530.700
TW-NorthHurricane Irma54.0054.000.00000.610.000
TW-WestHurricane Irma49.0049.000.000058.300.000
TW-southHurricane Irma54.0054.000.000012.774.100
Peace River Hurricane 50.00 48.50 0.0000 124.78 0.09
Peace River Hurricane 39.00 39.00 0.0000 27.54 0.00
Peace River Hurricane 18.70 23.94 0.0008 6.85 26.84
Peace River1 Hurricane 18.70 23.94 0.0008 708.85 30.70
TW-North Hurricane 54.00 54.00 0.0000 0.61 0.00
TW-West Hurricane 49.00 49.00 0.0000 58.30 0.00
TW-south Hurricane 54.00 54.00 0.0000 12.77 4.10
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Appendix B. Page 28 of 443
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Link Maximum Results
Link Min/Max Conditions [Existing]
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
CD-5050YR24HR27.740.00-0.585.956.766.35
CD-6050YR24HR121.85-0.050.334.277.225.75
Citrus Outfall - Pipe050YR24HR30.48-31.960.040.000.000.00
Citrus Outfall - Weir: 1050YR24HR0.22-0.630.00-3.50-3.50-3.50
Citrus Outfall - Weir: 2050YR24HR13.16-30.980.04-2.82-2.82-2.82
Citrus Outfall - Weir: 3050YR24HR17.14-8.880.03-1.51-1.51-1.51
Citrus Pond Pipes050YR24HR10.56-0.030.011.681.681.68
Citrus Pond Pipes NEW050YR24HR17.60-0.030.021.831.831.83
Citrus Site Swale050YR24HR83.67-0.02-0.070.560.550.56
Citrus Swale Pipe050YR24HR83.80-0.060.036.676.676.67
D-200 - Pipe050YR24HR80.130.000.310.000.000.00
D-200 - Weir: 1050YR24HR80.130.000.620.210.210.21
EX-0050YR24HR426.990.00-41.017.026.796.90
EX-1050YR24HR213.200.009.2510.6610.6810.67
EX-2050YR24HR38.94-0.01-0.057.938.238.08
EX-3_1050YR24HR16.80-0.01-0.495.355.355.35
EX-3_2050YR24HR16.80-0.01-0.395.355.355.35
P-100050YR24HR6.510.00-0.015.3011.498.40
P-101-104050YR24HR10.790.00-0.026.116.836.47
P-101-TW-South050YR24HR2.00-4.100.05-2.32-4.42-3.35
P-102A-207050YR24HR4.830.000.003.004.033.41
P-102C-102B050YR24HR0.970.000.001.722.892.30
P-102D-102C050YR24HR0.69-0.040.000.911.521.11
P-103-105_1050YR24HR8.650.00-0.574.905.365.12
P-103-105_2050YR24HR12.750.00-0.577.217.417.31
P-103-105_3050YR24HR12.480.00-0.577.067.267.16
P-103-105_4050YR24HR11.640.00-0.576.596.776.68
P-104-102050YR24HR108.510.000.034.956.515.73
P-113-112050YR24HR429.430.0023.547.0210.008.51
P-180-104050YR24HR13.520.00-0.017.659.418.45
P-199-104050YR24HR58.260.00-5.616.0613.269.37
P-203-202050YR24HR1.76-2.68-0.012.12-3.56-2.41
P-203-304050YR24HR3.100.000.002.024.063.04
P-204-202050YR24HR13.970.00-0.117.908.208.05
P-205-204050YR24HR6.210.000.573.514.564.01
P-206-205050YR24HR8.850.000.575.015.565.28
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Link Maximum Results
2
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
P-207-206050YR24HR6.760.000.533.833.833.83
P-209-208050YR24HR2.720.000.032.404.283.34
P-304-302050YR24HR15.340.001.194.885.965.42
P-308-305050YR24HR3.610.000.012.664.273.46
P-403050YR24HR5.280.00-0.013.186.444.81
P-409-PEACE050YR24HR3.610.000.022.657.014.83
P-503-501050YR24HR6.900.00-0.453.905.114.49
P-503-601050YR24HR5.08-2.93-0.042.874.793.83
P-602-601050YR24HR10.050.000.013.445.434.43
P-603-602050YR24HR9.63-0.060.354.745.164.45
P-603A050YR24HR5.790.00-0.013.285.934.60
P-606-603050YR24HR14.270.000.034.546.305.42
P-606-604050YR24HR1.810.000.002.052.992.52
P-606-811050YR24HR14.09-6.59-0.064.484.484.48
P-607-200050YR24HR5.590.000.023.165.004.08
P-607-600050YR24HR4.020.000.002.674.443.55
P-609-404050YR24HR6.730.000.002.874.793.83
P-803-812050YR24HR12.58-0.78-0.064.004.004.00
P-808-813050YR24HR5.17-4.640.07-2.642.12-2.15
P-811-808050YR24HR6.68-0.37-0.012.614.693.61
P-813-803050YR24HR2.93-4.090.03-1.42-3.51-2.43
P-814-TW-West050YR24HR5.070.000.002.644.393.51
P-815-812050YR24HR6.710.000.032.613.713.16
P-Citrus Outfall050YR24HR49.75-2.680.034.655.314.98
W-100-111050YR24HR75.830.000.031.651.651.65
W-100-Citrus Outfall050YR24HR3.980.000.001.401.401.40
W-101-104050YR24HR15.390.00-0.031.821.821.82
W-102-102A050YR24HR0.000.000.000.000.000.00
W-102A-207050YR24HR0.000.000.000.000.000.00
W-102B-102050YR24HR1.720.000.001.191.191.19
W-102C-102050YR24HR60.420.000.021.571.571.57
W-102C-102B050YR24HR0.000.000.000.000.000.00
W-102D-102050YR24HR144.190.000.092.322.322.32
W-102D-102C050YR24HR60.57-1.140.031.411.411.41
W-103-101050YR24HR0.000.000.000.000.000.00
W-103-105050YR24HR82.770.000.061.051.051.05
W-103-TW-West050YR24HR1.080.000.001.051.051.05
W-104-102050YR24HR100.520.00-0.031.361.361.36
W-104-102D050YR24HR205.090.000.111.701.701.70
W-105-110050YR24HR259.300.000.091.731.731.73
W-106-105050YR24HR48.300.000.021.371.371.37
W-107-106050YR24HR6.000.000.001.051.051.05
W-107-TW-W050YR24HR2.950.000.000.980.980.98
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Page 64 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
est
W-110-Citrus Outfall050YR24HR304.060.000.102.942.942.94
W-111-104050YR24HR6.420.000.001.741.741.74
W-112-PEACE050YR24HR430.470.00-4.872.062.062.06
W-113-112050YR24HR0.000.000.000.000.000.00
W-114-113050YR24HR3.330.000.001.001.001.00
W-180-101050YR24HR0.000.000.000.000.000.00
W-180-104050YR24HR0.000.000.000.000.000.00
W-180-198050YR24HR0.000.000.000.000.000.00
W-180-199050YR24HR22.700.000.011.951.951.95
W-181-180050YR24HR20.440.000.010.960.960.96
W-181-TW-South050YR24HR8.480.000.010.670.670.67
W-198-199050YR24HR42.570.00-0.031.561.561.56
W-198-Peace River1050YR24HR0.000.000.000.000.000.00
W-200-111050YR24HR0.00-80.72-0.030.000.000.00
W-200-201050YR24HR44.090.000.041.361.361.36
W-200-609050YR24HR0.000.000.000.000.000.00
W-201-202050YR24HR250.760.00-0.073.353.353.35
W-202-203050YR24HR0.000.000.000.000.000.00
W-202-208050YR24HR0.000.000.000.000.000.00
W-203-208050YR24HR0.000.000.000.000.000.00
W-203-304050YR24HR0.000.000.000.000.000.00
W-203-308050YR24HR0.000.000.000.000.000.00
W-204-202050YR24HR0.000.000.000.000.000.00
W-204-209050YR24HR0.000.000.000.000.000.00
W-205-112050YR24HR0.000.000.000.000.000.00
W-205-204050YR24HR5.890.000.011.451.451.45
W-205-209050YR24HR0.000.000.000.000.000.00
W-206-112050YR24HR0.000.000.000.000.000.00
W-206-113050YR24HR0.000.000.000.000.000.00
W-206-205050YR24HR0.340.000.000.730.730.73
W-207-113050YR24HR0.000.000.000.000.000.00
W-207-206050YR24HR0.000.000.000.000.000.00
W-208-PEACE050YR24HR214.200.000.412.272.272.27
W-209-208050YR24HR0.000.000.000.000.000.00
W-300-302050YR24HR34.50-9.14-26.571.451.451.45
W-302-305050YR24HR0.000.000.000.000.000.00
W-303-300050YR24HR13.500.000.001.551.551.55
W-303-302050YR24HR1.100.000.000.840.840.84
W-304-302050YR24HR11.500.000.021.611.611.61
W-304-305050YR24HR4.280.000.001.091.091.09
W-304-308050YR24HR0.000.000.000.000.000.00
W-305-306050YR24HR68.880.00-0.051.591.591.59
W-305-PEACE050YR24HR4.890.000.000.900.900.90
3
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Page 65 Download HTML
Link Maximum Results
4
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-306-PEACE050YR24HR73.710.00-0.081.211.211.21
W-308-208050YR24HR0.000.000.000.000.000.00
W-308-305050YR24HR0.000.000.000.000.000.00
W-400-401050YR24HR81.820.000.022.312.312.31
W-401-300050YR24HR42.50-0.120.601.671.671.67
W-401-302050YR24HR24.230.00-17.070.960.960.96
W-401-402050YR24HR46.19-10.6734.740.640.640.64
W-402-302050YR24HR4.480.000.411.691.691.69
W-402-305050YR24HR0.000.000.000.000.000.00
W-402-407050YR24HR0.000.000.000.000.000.00
W-402-408050YR24HR0.000.000.000.000.000.00
W-403-406050YR24HR0.000.000.000.000.000.00
W-404-400050YR24HR38.060.000.011.621.621.62
W-406-402050YR24HR10.720.000.001.861.861.86
W-407-305050YR24HR33.770.00-0.142.812.812.81
W-407-408050YR24HR0.000.000.000.000.000.00
W-408-PEACE050YR24HR2.800.000.000.580.580.58
W-409-PEACE050YR24HR0.000.000.000.000.000.00
W-500-501050YR24HR13.280.000.010.730.730.73
W-501-403050YR24HR0.000.000.000.000.000.00
W-502-406050YR24HR0.000.000.000.000.000.00
W-502-501050YR24HR14.000.000.010.920.920.92
W-503-609050YR24HR2.020.000.000.830.830.83
W-600-601050YR24HR81.88-3.57-0.061.501.501.50
W-600-609050YR24HR0.000.000.000.000.000.00
W-601-503050YR24HR0.000.000.000.000.000.00
W-602-600050YR24HR12.480.000.011.001.001.00
W-603-600050YR24HR45.780.000.031.171.171.17
W-603-602050YR24HR12.680.000.011.531.531.53
W-604-605050YR24HR10.380.000.011.061.061.06
W-604-Peace Trib1050YR24HR0.000.000.000.000.000.00
W-605-Peace Trib1050YR24HR14.400.000.001.141.141.14
W-606-603050YR24HR0.000.000.000.000.000.00
W-606-811050YR24HR22.350.000.031.051.051.05
W-607-603050YR24HR30.980.000.031.221.221.22
W-608-606050YR24HR31.160.000.011.471.471.47
W-608-819050YR24HR0.000.000.000.000.000.00
W-609-601050YR24HR35.590.000.021.641.641.64
W-801-803050YR24HR17.430.00-0.011.141.141.14
W-801-TW-N orth050YR24HR0.120.000.000.470.470.47
W-803-605050YR24HR2.070.000.001.101.101.10
W-803-812050YR24HR0.000.000.000.000.000.00
W-805-TW-W est050YR24HR41.980.000.022.792.792.79
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Appendix B. Page 32 of 443
Page 66 Download HTML
Link Maximum Results
5
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-806-805050YR24HR39.060.000.031.441.441.44
W-806-TW-West050YR24HR13.920.000.011.581.581.58
W-807-806050YR24HR40.99-108.770.08-1.53-1.53-1.53
W-808-813050YR24HR10.39-0.34-0.010.840.840.84
W-808-818050YR24HR37.490.000.011.321.321.32
W-809-807050YR24HR4.64-1.19-0.011.251.251.25
W-809-TW-West050YR24HR0.000.000.000.000.000.00
W-810-808050YR24HR1.660.000.001.171.171.17
W-810-812050YR24HR5.840.000.000.800.800.80
W-811-808050YR24HR61.45-3.49-0.061.361.361.36
W-811-818050YR24HR2.540.000.001.101.101.10
W-812-807050YR24HR22.590.000.011.031.031.03
W-813-803050YR24HR0.000.000.000.000.000.00
W-813-812050YR24HR0.150.000.000.000.000.00
W-814-809050YR24HR14.19-4.87-0.011.171.171.17
W-815-809050YR24HR0.000.000.000.000.000.00
W-816-106050YR24HR0.900.000.000.750.750.75
W-816-806050YR24HR4.830.000.010.670.670.67
W-817-106050YR24HR0.680.000.000.990.990.99
W-817-806050YR24HR17.850.000.010.940.940.94
W-818-807050YR24HR71.500.000.041.451.451.45
W-819-811050YR24HR11.510.000.011.031.031.03
W-819-818050YR24HR0.450.000.000.580.580.58
W-Citrus Outfall-104050YR24HR283.740.000.132.212.212.21
CD-5100yr24h36.240.000.587.778.117.94
CD-6100yr24h141.57-0.050.254.907.646.27
Citrus Outfall - Pipe100yr24h39.33-32.130.030.000.000.00
Citrus Outfall - Weir: 1100yr24h0.25-0.630.00-3.52-3.52-3.52
Citrus Outfall - Weir: 2100yr24h15.19-29.620.02-2.69-2.69-2.69
Citrus Outfall - Weir: 3100yr24h23.95-10.410.03-1.55-1.55-1.55
Citrus Pond Pipes100yr24h13.75-0.020.012.192.192.19
Citrus Pond Pipes NEW100yr24h22.92-0.020.022.382.382.38
Citrus Site Swale100yr24h95.26-0.03-0.090.590.580.59
Citrus Swale Pipe100yr24h94.53-0.060.047.527.527.52
D-200 - Pipe100yr24h84.290.000.310.000.000.00
D-200 - Weir:100yr24h84.290.000.620.210.210.21
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Page 67 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
1
EX-0100yr24h547.150.0040.458.5525.6516.35
EX-1100yr24h245.510.009.2612.2812.3012.29
EX-2100yr24h42.06-0.01-0.058.578.788.68
EX-3_1100yr24h20.37-0.01-0.526.496.496.49
EX-3_2100yr24h20.56-0.01-0.416.546.546.54
P-100100yr24h6.590.000.015.3711.538.45
P-101-104100yr24h10.960.00-0.026.206.896.54
P-101-TW-South100yr24h2.68-4.100.06-2.32-4.42-3.35
P-102A-207100yr24h5.180.00-0.013.114.333.70
P-102C-102B100yr24h1.330.000.001.903.162.53
P-102D-102C100yr24h0.98-0.050.001.071.561.29
P-103-105_1100yr24h8.810.00-0.574.985.445.20
P-103-105_2100yr24h12.860.00-0.577.277.477.37
P-103-105_3100yr24h12.590.00-0.577.127.327.22
P-103-105_4100yr24h11.760.00-0.576.656.846.75
P-104-102100yr24h112.420.000.025.036.575.80
P-113-112100yr24h550.810.0043.168.6110.219.14
P-180-104100yr24h13.780.00-0.027.809.408.43
P-199-104100yr24h66.080.004.936.8713.279.38
P-203-202100yr24h2.19-7.00-0.01-3.96-3.96-3.96
P-203-304100yr24h7.260.00-0.014.115.534.82
P-204-202100yr24h14.500.00-0.118.218.458.33
P-205-204100yr24h6.490.000.573.674.564.03
P-206-205100yr24h9.250.000.575.235.725.48
P-207-206100yr24h7.890.000.544.464.464.46
P-209-208100yr24h3.270.00-0.042.554.453.49
P-304-302100yr24h15.730.001.195.016.035.51
P-308-305100yr24h4.240.000.002.814.483.65
P-403100yr24h6.080.00-0.013.466.454.81
P-409-PEACE100yr24h4.100.000.022.787.275.03
P-503-501100yr24h7.180.000.454.065.164.61
P-503-601100yr24h5.27-2.91-0.022.984.863.92
P-602-601100yr24h10.190.00-0.013.455.514.48
P-603-602100yr24h9.90-0.060.504.735.784.93
P-603A100yr24h5.930.00-0.013.355.964.66
P-606-603100yr24h14.600.000.034.656.345.48
P-606-604100yr24h2.120.000.002.143.122.63
P-606-811100yr24h13.99-6.61-0.054.454.454.45
P-607-200100yr24h5.700.000.023.235.024.12
P-607-600100yr24h4.180.000.002.714.483.60
P-609-404100yr24h7.600.000.003.014.953.98
P-803-812100yr24h12.77-0.71-0.064.074.074.07
P-808-813100yr24h5.57-4.990.05-2.702.15-2.22
P-811-808100yr24h6.99-0.35-0.012.664.743.66
P-813-803100yr24h3.28-4.690.03-1.54-3.42-2.43
6
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Page 68 Download HTML
Link Maximum Results
7
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
P-814-TW-West100yr24h6.010.000.002.804.593.69
P-815-812100yr24h7.750.00-0.032.763.703.22
P-Citrus Outfall100yr24h51.91-2.68-0.034.735.395.06
W-100-111100yr24h90.470.000.041.711.711.71
W-100-Citrus Outfall100yr24h5.130.000.001.431.431.43
W-101-104100yr24h19.680.00-0.031.901.901.90
W-102-102A100yr24h5.670.000.011.061.061.06
W-102A-207100yr24h0.000.000.000.000.000.00
W-102B-102100yr24h2.170.000.001.261.261.26
W-102C-102100yr24h90.930.000.031.741.741.74
W-102C-102B100yr24h0.000.000.000.000.000.00
W-102D-102100yr24h183.520.000.092.412.412.41
W-102D-102C100yr24h91.10-1.580.041.541.541.54
W-103-101100yr24h0.000.000.000.000.000.00
W-103-105100yr24h131.150.000.091.111.111.11
W-103-TW-West100yr24h1.650.000.001.151.151.15
W-104-102100yr24h155.320.00-0.031.531.531.53
W-104-102D100yr24h275.100.000.121.831.831.83
W-105-110100yr24h337.230.000.071.751.751.75
W-106-105100yr24h63.700.000.021.401.401.40
W-107-106100yr24h8.090.000.001.041.041.04
W-107-TW-West100yr24h3.890.000.000.980.980.98
W-110-Citrus Outfall100yr24h393.430.000.092.942.942.94
W-111-104100yr24h7.370.000.001.801.801.80
W-112-PEACE100yr24h552.370.00-5.162.592.592.59
W-113-112100yr24h0.000.000.000.000.000.00
W-114-113100yr24h4.900.000.001.101.101.10
W-180-101100yr24h0.000.000.000.000.000.00
W-180-104100yr24h0.000.000.000.000.000.00
W-180-198100yr24h0.080.000.000.000.000.00
W-180-199100yr24h29.990.00-0.012.092.092.09
W-181-180100yr24h26.560.000.021.001.001.00
W-181-TW-South100yr24h13.840.000.010.750.750.75
W-198-199100yr24h47.100.00-0.041.541.541.54
W-198-Peace River1100yr24h0.410.000.000.790.790.79
W-200-111100yr24h0.00-96.59-0.040.000.000.00
W-200-201100yr24h100.650.000.061.461.461.46
W-200-609100yr24h1.930.000.000.910.910.91
W-201-202100yr24h350.570.00-0.133.643.643.64
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Appendix B. Page 35 of 443
Page 69 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-202-203100yr24h9.730.00-0.011.361.361.36
W-202-208100yr24h0.000.000.000.000.000.00
W-203-208100yr24h0.000.000.000.000.000.00
W-203-304100yr24h9.670.00-0.011.551.551.55
W-203-308100yr24h0.000.000.000.000.000.00
W-204-202100yr24h2.380.000.011.101.101.10
W-204-209100yr24h0.000.000.000.000.000.00
W-205-112100yr24h0.000.000.000.000.000.00
W-205-204100yr24h7.920.000.011.531.531.53
W-205-209100yr24h0.000.000.000.000.000.00
W-206-112100yr24h0.000.000.000.000.000.00
W-206-113100yr24h0.000.000.000.000.000.00
W-206-205100yr24h1.630.000.001.081.081.08
W-207-113100yr24h0.000.000.000.000.000.00
W-207-206100yr24h0.040.000.000.000.000.00
W-208-PEACE100yr24h246.710.000.332.342.342.34
W-209-208100yr24h0.000.000.000.000.000.00
W-300-302100yr24h45.56-12.47-39.821.451.451.45
W-302-305100yr24h0.000.000.000.000.000.00
W-303-300100yr24h15.790.000.011.621.621.62
W-303-302100yr24h1.890.000.000.910.910.91
W-304-302100yr24h14.750.000.021.731.731.73
W-304-305100yr24h7.340.000.011.231.231.23
W-304-308100yr24h0.000.000.000.000.000.00
W-305-306100yr24h77.440.00-0.051.591.591.59
W-305-PEACE100yr24h6.880.000.000.930.930.93
W-306-PEACE100yr24h82.710.00-0.101.231.231.23
W-308-208100yr24h0.000.000.000.000.000.00
W-308-305100yr24h0.000.000.000.000.000.00
W-400-401100yr24h98.790.000.032.392.392.39
W-401-300100yr24h43.04-0.630.171.671.671.67
W-401-302100yr24h24.870.00-21.580.960.960.96
W-401-402100yr24h60.30-14.12-59.240.640.640.64
W-402-302100yr24h4.42-0.010.311.681.681.68
W-402-305100yr24h0.000.000.000.000.000.00
W-402-407100yr24h0.000.000.000.000.000.00
W-402-408100yr24h0.000.000.000.000.000.00
W-403-406100yr24h0.000.000.000.000.000.00
W-404-400100yr24h45.070.000.011.701.701.70
W-406-402100yr24h13.110.000.011.951.951.95
W-407-305100yr24h41.130.00-0.112.922.922.92
W-407-408100yr24h0.000.000.000.000.000.00
W-408-PEACE100yr24h7.820.000.010.680.680.68
W-409-PEACE100yr24h0.000.000.000.000.000.00
W-500-501100yr24h19.500.000.020.810.810.81
W-501-403100yr24h0.000.000.000.000.000.00
W-502-406100yr24h0.000.000.000.000.000.00
8
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Appendix B. Page 36 of 443
Page 70 Download HTML
Link Maximum Results
9
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-502-501100yr24h17.530.000.010.970.970.97
W-503-609100yr24h4.50-1.220.011.051.051.05
W-600-601100yr24h103.07-9.45-0.081.501.501.50
W-600-609100yr24h0.000.000.000.000.000.00
W-601-503100yr24h0.000.000.000.000.000.00
W-602-600100yr24h15.720.000.011.071.071.07
W-603-600100yr24h58.210.000.021.221.221.22
W-603-602100yr24h15.720.000.001.531.531.53
W-604-605100yr24h13.080.000.001.141.141.14
W-604-Peace Trib1100yr24h0.000.000.000.000.000.00
W-605-Peace Trib1100yr24h20.190.000.001.141.141.14
W-606-603100yr24h0.000.000.000.000.000.00
W-606-811100yr24h37.520.000.021.171.171.17
W-607-603100yr24h39.360.000.011.261.261.26
W-608-606100yr24h36.680.000.011.531.531.53
W-608-819100yr24h0.000.000.000.000.000.00
W-609-601100yr24h50.140.000.021.641.641.64
W-801-803100yr24h18.700.00-0.011.131.131.13
W-801-TW-N orth100yr24h1.320.000.000.680.680.68
W-803-605100yr24h3.850.000.001.231.231.23
W-803-812100yr24h0.000.000.000.000.000.00
W-805-TW-W est100yr24h74.270.000.033.193.193.19
W-806-805100yr24h69.210.000.031.681.681.68
W-806-TW-W est100yr24h30.280.000.021.581.581.58
W-807-806100yr24h77.07-133.270.05-1.63-1.63-1.63
W-808-813100yr24h19.53-1.39-0.020.990.990.99
W-808-818100yr24h67.320.000.021.321.321.32
W-809-807100yr24h9.83-2.57-0.031.511.511.51
W-809-TW-W est100yr24h1.770.000.000.640.640.64
W-810-808100yr24h1.840.000.001.201.201.20
W-810-812100yr24h7.260.000.000.830.830.83
W-811-808100yr24h78.90-3.37-0.091.421.421.42
W-811-818100yr24h4.530.000.001.281.281.28
W-812-807100yr24h31.250.000.021.111.111.11
W-813-803100yr24h0.140.000.000.000.000.00
W-813-812100yr24h1.820.000.000.680.680.68
W-814-809100yr24h16.56-5.45-0.011.171.171.17
W-815-809100yr24h0.000.000.000.000.000.00
W-816-106100yr24h1.160.000.000.760.760.76
W-816-806100yr24h6.500.000.010.700.700.70
W-817-106100yr24h0.880.000.000.990.990.99
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Link Maximum Results
10
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-817-806100yr24h22.550.000.010.970.970.97
W-818-807100yr24h117.350.000.021.651.651.65
W-819-811100yr24h14.710.000.011.061.061.06
W-819-818100yr24h0.810.000.000.710.710.71
W-Citrus Outfall-104100yr24h383.170.000.102.282.282.28
CD-5500 yr45.470.000.589.7510.179.96
CD-6500 yr201.23-0.050.226.978.877.92
Citrus Outfall - Pipe500 yr72.94-24.20-1.560.000.000.00
Citrus Outfall - Weir: 1500 yr0.42-0.640.02-3.56-3.56-3.56
Citrus Outfall - Weir: 2500 yr25.94-23.75-3.15-2.42-2.42-2.42
Citrus Outfall - Weir: 3500 yr46.57-5.950.022.362.362.36
Citrus Pond Pipes500 yr26.37-1.190.014.204.204.20
Citrus Pond Pipes NEW500 yr43.95-1.990.014.574.574.57
Citrus Site Swale500 yr136.34-0.02-0.080.640.640.64
Citrus Swale Pipe500 yr130.31-0.07-0.0710.3710.3710.37
D-200 - Pipe500 yr92.170.000.320.000.000.00
D-200 - Weir: 1500 yr92.170.000.640.220.220.22
EX-0500 yr665.890.0040.5210.4025.6416.34
EX-1500 yr272.120.00-9.2613.6113.6313.62
EX-2500 yr47.57-0.01-0.029.699.939.81
EX-3_1500 yr24.87-0.02-0.537.917.917.91
EX-3_2500 yr25.15-0.02-0.428.018.018.01
P-100500 yr6.840.000.015.5711.538.46
P-101-104500 yr11.430.00-0.026.477.076.77
P-101-TW-South500 yr4.08-4.10-0.03-2.32-4.42-3.35
P-102A-207500 yr9.130.00-0.055.175.175.17
P-102C-102B500 yr2.140.000.002.233.592.89
P-102D-102C500 yr1.87-0.080.001.391.821.61
P-103-105_1500 yr9.180.00-0.575.195.595.39
P-103-105_2500 yr13.110.00-0.577.427.527.42
P-103-105_3500 yr12.850.00-0.577.277.427.33
P-103-105_4500 yr12.040.00-0.576.817.006.91
P-104-102500 yr124.270.00-0.135.266.775.98
P-113-112500 yr678.450.0043.1710.6010.6010.60
P-180-104500 yr14.590.00-0.018.269.348.26
P-199-104500 yr76.960.00-2.588.008.008.00
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Link Maximum Results
11
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
P-203-202500 yr4.04-8.19-0.10-4.63-4.63-4.63
P-203-304500 yr10.980.000.016.216.886.55
P-204-202500 yr16.550.00-0.109.379.639.50
P-205-204500 yr10.080.00-0.575.705.955.83
P-206-205500 yr13.110.00-0.577.427.627.52
P-207-206500 yr9.820.000.455.565.565.56
P-209-208500 yr14.740.00-0.598.348.578.45
P-304-302500 yr20.040.001.196.387.036.70
P-308-305500 yr16.360.00-0.259.269.519.38
P-403500 yr9.530.00-0.015.396.455.52
P-409-PEACE500 yr5.890.000.023.358.015.68
P-503-501500 yr9.460.00-0.455.355.925.63
P-503-601500 yr5.53-2.21-0.013.133.893.30
P-602-601500 yr10.640.000.013.525.594.55
P-603-602500 yr10.69-0.061.155.167.356.25
P-603A500 yr6.340.00-0.013.596.034.79
P-606-603500 yr15.390.00-0.034.906.505.70
P-606-604500 yr3.000.000.002.353.362.86
P-606-811500 yr12.77-6.63-0.034.064.064.06
P-607-200500 yr5.980.000.023.385.114.23
P-607-600500 yr4.560.00-0.012.814.623.72
P-609-404500 yr11.690.00-0.493.725.734.67
P-803-812500 yr12.22-0.71-0.063.893.893.89
P-808-813500 yr5.34-3.980.04-2.521.97-2.00
P-811-808500 yr7.23-0.29-0.012.664.153.34
P-813-803500 yr3.45-4.84-0.04-1.57-3.85-2.56
P-814-TW-West500 yr7.950.000.003.095.054.07
P-815-812500 yr10.640.00-0.013.393.643.51
P-Citrus Outfall500 yr51.95-2.690.034.524.964.74
W-100-111500 yr142.880.00-0.061.931.931.93
W-100-Citrus Outfall500 yr11.050.000.001.481.481.48
W-101-104500 yr36.280.00-0.032.172.172.17
W-102-102A500 yr387.13-2.830.452.402.402.40
W-102A-207500 yr381.120.000.462.952.952.95
W-102B-102500 yr4.16-5.340.041.471.471.47
W-102C-102500 yr172.460.00-0.042.052.052.05
W-102C-102B500 yr1.130.000.010.880.880.88
W-102D-102500 yr370.010.00-0.202.512.512.51
W-102D-102C500 yr180.24-2.910.101.831.831.83
W-103-101500 yr0.000.000.000.000.000.00
W-103-105500 yr320.830.00-0.171.291.291.29
W-103-TW-West500 yr3.600.000.001.351.351.35
W-104-102500 yr379.450.00-0.231.981.981.98
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Link Maximum Results
12
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-104-102D500 yr537.330.00-0.262.222.222.22
W-105-110500 yr666.830.00-0.361.731.731.73
W-106-105500 yr123.190.00-0.061.481.481.48
W-107-106500 yr14.760.00-0.011.041.041.04
W-107-TW-West500 yr7.350.000.000.980.980.98
W-110-Citrus Outfall500 yr770.280.00-0.402.932.932.93
W-111-104500 yr10.640.000.001.871.871.87
W-112-PEACE500 yr899.620.00-5.023.993.993.99
W-113-112500 yr34.490.000.121.521.521.52
W-114-113500 yr12.050.00-0.011.291.291.29
W-180-101500 yr0.000.000.000.000.000.00
W-180-104500 yr0.000.000.000.000.000.00
W-180-198500 yr17.120.000.041.341.341.34
W-180-199500 yr62.640.000.052.352.352.35
W-181-180500 yr51.100.000.141.091.091.09
W-181-TW-South500 yr37.010.000.120.910.910.91
W-198-199500 yr43.320.00-0.051.531.531.53
W-198-Peace River1500 yr83.820.000.121.761.761.76
W-200-111500 yr0.00-153.750.070.000.000.00
W-200-201500 yr370.850.00-0.221.641.641.64
W-200-609500 yr11.040.00-0.011.611.611.61
W-201-202500 yr724.590.00-0.364.314.314.31
W-202-203500 yr398.460.00-0.333.123.123.12
W-202-208500 yr31.270.00-0.031.631.631.63
W-203-208500 yr0.640.000.000.680.680.68
W-203-304500 yr123.940.00-0.083.133.133.13
W-203-308500 yr272.750.00-0.252.442.442.44
W-204-202500 yr82.480.00-0.052.572.572.57
W-204-209500 yr10.880.000.021.311.311.31
W-205-112500 yr0.000.000.000.000.000.00
W-205-204500 yr99.390.000.062.802.802.80
W-205-209500 yr64.440.000.081.881.881.88
W-206-112500 yr181.630.000.242.382.382.38
W-206-113500 yr4.800.000.021.151.151.15
W-206-205500 yr159.950.000.142.902.902.90
W-207-113500 yr30.840.000.081.681.681.68
W-207-206500 yr348.870.000.392.892.892.89
W-208-PEACE500 yr345.660.000.382.522.522.52
W-209-208500 yr61.180.000.102.412.412.41
W-300-302500 yr157.70-49.44-104.711.451.451.45
W-302-305500 yr232.590.00-2.691.691.691.69
W-303-300500 yr23.680.00-0.011.791.791.79
W-303-302500 yr5.630.000.001.191.191.19
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Link Maximum Results
13
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-304-302500 yr86.260.00-0.072.752.752.75
W-304-305500 yr147.200.00-0.142.272.272.27
W-304-308500 yr0.00-101.480.120.000.000.00
W-305-306500 yr337.300.00-0.231.941.941.94
W-305-PEACE500 yr212.810.00-0.251.421.421.42
W-306-PEACE500 yr352.130.00-0.241.731.731.73
W-308-208500 yr0.000.000.000.000.000.00
W-308-305500 yr155.720.000.143.233.233.23
W-400-401500 yr163.580.00-0.072.662.662.66
W-401-300500 yr80.85-2.6615.221.671.671.67
W-401-302500 yr102.90-0.23-45.660.890.890.89
W-401-402500 yr77.74-21.43-77.740.620.620.62
W-402-302500 yr5.94-0.363.321.571.571.57
W-402-305500 yr0.010.000.000.000.000.00
W-402-407500 yr0.000.000.000.000.000.00
W-402-408500 yr0.000.000.000.000.000.00
W-403-406500 yr27.670.00-0.031.781.781.78
W-404-400500 yr73.170.00-0.061.941.941.94
W-406-402500 yr57.230.00-0.052.682.682.68
W-407-305500 yr50.500.00-0.113.043.043.04
W-407-408500 yr0.000.000.000.000.000.00
W-408-PEACE500 yr37.500.00-0.030.940.940.94
W-409-PEACE500 yr0.000.000.000.000.000.00
W-500-501500 yr45.970.000.031.011.011.01
W-501-403500 yr36.080.00-0.202.072.072.07
W-502-406500 yr0.000.000.000.000.000.00
W-502-501500 yr31.110.0027.321.061.061.06
W-503-609500 yr15.96-8.86-0.021.151.151.15
W-600-601500 yr168.96-24.720.061.501.501.50
W-600-609500 yr3.01-0.020.010.470.470.47
W-601-503500 yr0.000.000.000.000.000.00
W-602-600500 yr27.470.00-0.011.271.271.27
W-603-600500 yr104.050.00-0.051.401.401.40
W-603-602500 yr26.940.00-0.011.531.531.53
W-604-605500 yr23.080.00-0.011.361.361.36
W-604-Peace Trib1500 yr0.030.000.000.450.450.45
W-605-Peace Trib1500 yr43.970.00-0.021.141.141.14
W-606-603500 yr0.000.000.000.000.000.00
W-606-811500 yr91.580.00-0.071.471.471.47
W-607-603500 yr69.740.00-0.031.311.311.31
W-608-606500 yr56.930.00-0.031.701.701.70
W-608-819500 yr0.000.000.000.000.000.00
W-609-601500 yr66.330.00-0.041.641.641.64
W-801-803500 yr20.440.000.021.101.101.10
W-801-TW-N500 yr14.360.00-0.011.021.021.02
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Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
orth
W-803-605500 yr13.490.00-0.011.291.291.29
W-803-812500 yr0.000.000.000.000.000.00
W-805-TW-West500 yr194.810.000.083.963.963.96
W-806-805500 yr181.140.000.221.951.951.95
W-806-TW-West500 yr144.690.000.201.681.681.68
W-807-806500 yr240.03-186.880.25-1.76-1.76-1.76
W-808-813500 yr39.05-2.550.041.131.131.13
W-808-818500 yr187.110.00-0.131.481.481.48
W-809-807500 yr26.18-15.24-0.061.901.901.90
W-809-TW-West500 yr31.680.000.031.351.351.35
W-810-808500 yr2.340.000.001.261.261.26
W-810-812500 yr12.130.00-0.010.900.900.90
W-811-808500 yr162.95-2.95-0.121.551.551.55
W-811-818500 yr11.450.00-0.011.591.591.59
W-812-807500 yr74.580.00-0.051.361.361.36
W-813-803500 yr8.48-1.21-0.010.850.850.85
W-813-812500 yr20.420.00-0.021.011.011.01
W-814-809500 yr24.23-6.210.011.201.201.20
W-815-809500 yr0.000.000.000.000.000.00
W-816-106500 yr2.100.000.000.760.760.76
W-816-806500 yr11.070.000.000.770.770.77
W-817-106500 yr1.510.000.001.031.031.03
W-817-806500 yr38.410.00-0.021.041.041.04
W-818-807500 yr291.410.00-0.191.981.981.98
W-819-811500 yr25.700.00-0.011.111.111.11
W-819-818500 yr2.260.000.000.850.850.85
W-Citrus Outfall-104500 yr786.440.00-0.362.432.432.43
CD-5Hurricane Ian47.270.000.5810.1410.5810.36
CD-6Hurricane Ian247.40-0.050.358.579.889.23
Citrus Outfall - PipeHurricane Ian93.63-33.10-2.740.000.000.00
Citrus Outfall - Weir: 1Hurricane Ian0.55-0.660.02-3.67-3.67-3.67
Citrus Outfall - Weir: 2Hurricane Ian33.30-30.67-5.503.033.033.03
Citrus Outfall - Weir: 3Hurricane Ian59.79-12.510.023.033.033.03
Citrus Pond PipesHurricane Ian33.49-0.61-0.055.335.335.33
Citrus Pond Pipes NEWHurricane Ian55.83-0.87-0.085.805.805.80
Citrus SiteHurricane Ian99.230.00-0.120.510.480.50
14
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Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
Swale
Citrus Swale PipeHurricane Ian141.98-0.08-0.0511.3011.3011.30
D-200 - PipeHurricane Ian93.260.000.320.000.000.00
D-200 - Weir: 1Hurricane Ian93.260.000.630.220.220.22
EX-0Hurricane Ian699.690.00-41.0610.9325.4616.17
EX-1Hurricane Ian277.150.00-9.2513.8613.8813.87
EX-2Hurricane Ian48.65-4.62-2.419.9110.1610.03
EX-3_1Hurricane Ian25.74-2.151.008.198.198.19
EX-3_2Hurricane Ian26.02-2.151.008.288.288.28
P-100Hurricane Ian6.800.000.015.5411.518.42
P-101-104Hurricane Ian11.380.00-0.026.446.996.67
P-101-TW-SouthHurricane Ian3.63-4.10-0.03-2.32-4.42-3.35
P-102A-207Hurricane Ian8.330.000.014.724.724.72
P-102C-102BHurricane Ian2.270.000.002.273.652.94
P-102D-102CHurricane Ian2.00-0.070.001.441.871.65
P-103-105_1Hurricane Ian9.150.000.575.185.595.38
P-103-105_2Hurricane Ian13.090.000.577.417.507.41
P-103-105_3Hurricane Ian12.830.00-0.577.267.397.29
P-103-105_4Hurricane Ian12.020.000.576.806.976.88
P-104-102Hurricane Ian127.850.00-0.235.346.816.01
P-113-112Hurricane Ian704.150.0043.1311.0011.0011.00
P-180-104Hurricane Ian14.970.000.028.479.398.47
P-199-104Hurricane Ian79.56-0.01-4.018.2713.209.30
P-203-202Hurricane Ian1.79-8.51-0.04-4.81-4.81-4.81
P-203-304Hurricane Ian11.570.00-0.016.557.136.84
P-204-202Hurricane Ian16.750.00-0.109.489.749.61
P-205-204Hurricane Ian10.580.000.865.996.206.09
P-206-205Hurricane Ian13.750.00-0.577.787.997.89
P-207-206Hurricane Ian10.500.000.555.945.945.94
P-209-208Hurricane Ian15.490.00-0.598.779.018.89
P-304-302Hurricane Ian21.210.00-1.196.757.287.02
P-308-305Hurricane Ian16.830.00-0.259.529.799.65
P-403Hurricane Ian10.330.00-0.025.846.455.94
P-409-PEACEHurricane Ian5.99-4.77-0.143.408.055.72
P-503-501Hurricane Ian11.010.00-0.456.236.556.39
P-503-601Hurricane Ian5.55-2.77-0.023.144.663.70
P-602-601Hurricane Ian11.080.00-0.013.615.634.59
P-603-602Hurricane Ian11.18-0.06-1.924.997.116.05
P-603AHurricane Ian6.600.00-0.013.736.034.78
P-606-603Hurricane Ian15.600.00-0.034.976.545.74
P-606-604Hurricane Ian3.220.000.002.393.422.91
P-606-811Hurricane Ian13.37-6.89-0.064.264.264.26
P-607-200Hurricane Ian6.070.000.023.435.164.30
P-607-600Hurricane Ian4.750.00-0.012.874.653.76
15
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Link Maximum Results
16
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
P-609-404Hurricane Ian15.390.00-0.494.906.385.63
P-803-812Hurricane Ian12.01-1.31-0.073.823.823.82
P-808-813Hurricane Ian5.35-4.710.04-2.651.99-2.17
P-811-808Hurricane Ian7.05-2.400.002.654.613.56
P-813-803Hurricane Ian3.80-4.910.04-1.59-3.54-2.43
P-814-TW-WestHurricane Ian9.200.000.003.275.274.27
P-815-812Hurricane Ian7.370.00-0.012.383.132.51
P-Citrus OutfallHurricane Ian54.71-2.76-0.034.835.485.15
W-100-111Hurricane Ian133.560.00-0.101.891.891.89
W-100-Citrus OutfallHurricane Ian9.760.00-0.011.471.471.47
W-101-104Hurricane Ian29.560.00-0.032.072.072.07
W-102-102AHurricane Ian647.17-1.84-0.532.742.742.74
W-102A-207Hurricane Ian640.920.00-0.533.333.333.33
W-102B-102Hurricane Ian6.06-9.280.041.501.501.50
W-102C-102Hurricane Ian186.770.00-0.142.102.102.10
W-102C-102BHurricane Ian2.220.000.010.930.930.93
W-102D-102Hurricane Ian422.790.00-0.312.512.512.51
W-102D-102CHurricane Ian195.84-2.00-0.201.881.881.88
W-103-101Hurricane Ian0.000.000.000.000.000.00
W-103-105Hurricane Ian304.000.00-0.251.271.271.27
W-103-TW-WestHurricane Ian3.430.000.001.341.341.34
W-104-102Hurricane Ian798.940.00-0.502.282.282.28
W-104-102DHurricane Ian632.910.00-0.632.332.332.33
W-105-110Hurricane Ian898.100.00-0.351.721.721.72
W-106-105Hurricane Ian157.920.000.061.511.511.51
W-107-106Hurricane Ian12.970.00-0.011.041.041.04
W-107-TW-WestHurricane Ian8.490.000.001.001.001.00
W-110-Citrus OutfallHurricane Ian1022.220.00-0.362.942.942.94
W-111-104Hurricane Ian10.000.00-0.011.871.871.87
W-112-PEACEHurricane Ian1137.540.00-6.424.824.824.82
W-113-112Hurricane Ian135.670.000.192.122.122.12
W-114-113Hurricane Ian14.090.00-0.011.331.331.33
W-180-101Hurricane Ian0.000.000.000.000.000.00
W-180-104Hurricane Ian0.000.000.000.000.000.00
W-180-198Hurricane Ian37.140.000.061.631.631.63
W-180-199Hurricane Ian85.560.000.072.472.472.47
W-181-180Hurricane Ian69.190.000.151.131.131.13
W-181-TW-SouthHurricane Ian55.910.000.140.970.970.97
W-198-199Hurricane Ian46.56-6.61-0.061.521.521.52
W-198-PeaceHurricane Ian160.090.000.171.951.951.95
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Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
River1
W-200-111Hurricane Ian0.00-143.070.100.000.000.00
W-200-201Hurricane Ian403.080.00-0.371.661.661.66
W-200-609Hurricane Ian11.94-8.88-0.151.651.651.65
W-201-202Hurricane Ian781.110.00-0.524.134.134.13
W-202-203Hurricane Ian562.760.00-0.393.363.363.36
W-202-208Hurricane Ian92.350.00-0.142.052.052.05
W-203-208Hurricane Ian8.360.00-0.021.271.271.27
W-203-304Hurricane Ian156.800.00-0.083.343.343.34
W-203-308Hurricane Ian397.990.00-0.302.702.702.70
W-204-202Hurricane Ian97.980.00-0.052.692.692.69
W-204-209Hurricane Ian20.330.00-0.021.481.481.48
W-205-112Hurricane Ian0.220.000.000.630.630.63
W-205-204Hurricane Ian124.010.00-0.072.982.982.98
W-205-209Hurricane Ian105.860.00-0.092.072.072.07
W-206-112Hurricane Ian290.150.00-0.272.732.732.73
W-206-113Hurricane Ian21.120.000.031.771.771.77
W-206-205Hurricane Ian225.980.00-0.163.133.133.13
W-207-113Hurricane Ian100.820.000.122.092.092.09
W-207-206Hurricane Ian539.410.00-0.453.243.243.24
W-208-PEACEHurricane Ian483.960.00-0.312.722.722.72
W-209-208Hurricane Ian111.580.000.112.842.842.84
W-300-302Hurricane Ian230.07-123.38-123.341.441.441.44
W-302-305Hurricane Ian481.47-189.28189.281.871.871.87
W-303-300Hurricane Ian21.53-0.82-0.821.751.751.75
W-303-302Hurricane Ian4.51-2.61-2.851.131.131.13
W-304-302Hurricane Ian120.370.00-0.083.003.003.00
W-304-305Hurricane Ian242.020.00-0.212.512.512.51
W-304-308Hurricane Ian0.00-183.590.19-2.34-2.34-2.34
W-305-306Hurricane Ian544.10-25.51-25.512.172.172.17
W-305-PEACEHurricane Ian500.63-180.17-149.791.711.711.71
W-306-PEACEHurricane Ian563.23-30.00-3.711.941.941.94
W-308-208Hurricane Ian0.000.000.000.000.000.00
W-308-305Hurricane Ian199.650.000.123.473.473.47
W-400-401Hurricane Ian199.640.00-0.072.782.782.78
W-401-300Hurricane Ian134.99-4.4113.031.671.671.67
W-401-302Hurricane Ian147.59-60.33-60.070.940.940.94
W-401-402Hurricane Ian35.90-29.92-10.990.630.630.63
W-402-302Hurricane Ian13.31-4.31-4.311.621.621.62
W-402-305Hurricane Ian3.17-10.998.761.041.041.04
W-402-407Hurricane Ian0.14-0.440.09-0.08-0.08-0.08
W-402-408Hurricane Ian6.70-9.500.94-0.25-0.25-0.25
W-403-406Hurricane Ian54.830.00-0.042.052.052.05
W-404-400Hurricane Ian92.250.00-0.022.072.072.07
W-406-402Hurricane Ian91.10-0.390.102.882.882.88
W-407-305Hurricane Ian53.33-5.244.363.073.073.07
W-407-408Hurricane Ian0.10-0.140.00-0.03-0.03-0.03
17
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Link Maximum Results
18
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-408-PEACEHurricane Ian64.29-98.197.221.091.091.09
W-409-PEACEHurricane Ian0.92-2.640.10-1.04-1.04-1.04
W-500-501Hurricane Ian60.130.00-0.021.091.091.09
W-501-403Hurricane Ian62.380.00-0.352.402.402.40
W-502-406Hurricane Ian0.000.000.000.000.000.00
W-502-501Hurricane Ian47.950.00-40.611.031.031.03
W-503-609Hurricane Ian13.30-14.860.021.121.121.12
W-600-601Hurricane Ian202.720.00-0.071.481.481.48
W-600-609Hurricane Ian18.22-0.670.020.490.490.49
W-601-503Hurricane Ian0.00-2.330.00-0.46-0.46-0.46
W-602-600Hurricane Ian36.540.00-0.011.381.381.38
W-603-600Hurricane Ian139.250.00-0.041.511.511.51
W-603-602Hurricane Ian35.630.00-0.011.551.551.55
W-604-605Hurricane Ian31.250.000.011.501.501.50
W-604-Peace Trib1Hurricane Ian0.150.000.000.640.640.64
W-605-Peace Trib1Hurricane Ian65.120.00-0.021.141.141.14
W-606-603Hurricane Ian0.000.000.000.000.000.00
W-606-811Hurricane Ian106.810.00-0.061.541.541.54
W-607-603Hurricane Ian92.010.000.031.341.341.34
W-608-606Hurricane Ian57.810.00-0.031.711.711.71
W-608-819Hurricane Ian0.000.000.000.000.000.00
W-609-601Hurricane Ian61.580.000.051.641.641.64
W-801-803Hurricane Ian24.300.000.021.131.131.13
W-801-TW-N orthHurricane Ian26.530.00-0.021.121.121.12
W-803-605Hurricane Ian22.800.00-0.011.291.291.29
W-803-812Hurricane Ian0.000.000.000.000.000.00
W-805-TW-W estHurricane Ian321.140.000.154.134.134.13
W-806-805Hurricane Ian316.100.000.382.122.122.12
W-806-TW-W estHurricane Ian297.510.000.401.841.841.84
W-807-806Hurricane Ian456.09-183.120.64-1.75-1.75-1.75
W-808-813Hurricane Ian37.72-3.24-0.041.121.121.12
W-808-818Hurricane Ian257.510.00-0.111.581.581.58
W-809-807Hurricane Ian42.02-36.36-0.282.062.062.06
W-809-TW-W estHurricane Ian81.450.000.071.531.531.53
W-810-808Hurricane Ian2.260.000.001.251.251.25
W-810-812Hurricane Ian11.240.00-0.010.890.890.89
W-811-808Hurricane Ian221.93-3.91-0.131.501.501.50
W-811-818Hurricane Ian15.720.00-0.011.631.631.63
W-812-807Hurricane Ian110.360.00-0.051.441.441.44
W-813-803Hurricane Ian13.38-2.44-0.020.970.970.97
W-813-812Hurricane Ian39.720.00-0.031.121.121.12
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Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-814-809Hurricane Ian16.10-7.16-0.021.171.171.17
W-815-809Hurricane Ian0.080.000.000.000.000.00
W-816-106Hurricane Ian1.340.000.000.760.760.76
W-816-806Hurricane Ian7.590.00-0.010.720.720.72
W-817-106Hurricane Ian1.710.000.001.031.031.03
W-817-806Hurricane Ian43.350.00-0.021.061.061.06
W-818-807Hurricane Ian386.190.00-0.272.072.072.07
W-819-811Hurricane Ian29.730.00-0.011.131.131.13
W-819-818Hurricane Ian2.870.000.000.890.890.89
W-Citrus Outfall-104Hurricane Ian1054.040.00-0.332.422.422.42
CD-5Hurricane Irma27.540.00-0.585.916.736.31
CD-6Hurricane Irma109.23-0.090.363.956.955.45
Citrus Outfall - PipeHurricane Irma37.67-22.66-2.720.000.000.00
Citrus Outfall - Weir: 1Hurricane Irma0.44-0.640.02-3.54-3.54-3.54
Citrus Outfall - Weir: 2Hurricane Irma14.73-22.19-5.45-2.39-2.39-2.39
Citrus Outfall - Weir: 3Hurricane Irma22.72-1.220.021.111.111.11
Citrus Pond PipesHurricane Irma14.05-4.580.092.242.242.24
Citrus Pond Pipes NEWHurricane Irma23.41-7.640.152.432.432.43
Citrus Site SwaleHurricane Irma36.42-1.750.070.360.300.33
Citrus Swale PipeHurricane Irma47.95-0.070.143.823.823.82
D-200 - PipeHurricane Irma73.940.000.300.000.000.00
D-200 - Weir: 1Hurricane Irma73.940.000.590.200.200.20
EX-0Hurricane Irma454.390.00-40.997.167.107.13
EX-1Hurricane Irma170.190.009.258.518.538.52
EX-2Hurricane Irma38.21-11.672.267.788.117.95
EX-3_1Hurricane Irma15.94-5.39-1.105.085.085.08
EX-3_2Hurricane Irma15.94-5.39-1.105.085.085.08
P-100Hurricane Irma6.180.000.015.0311.318.15
19
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Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
P-101-104Hurricane Irma10.620.00-0.026.016.756.37
P-101-TW-SouthHurricane Irma0.00-4.10-0.02-2.32-4.42-3.35
P-102A-207Hurricane Irma2.710.000.002.443.542.99
P-102C-102BHurricane Irma1.040.000.001.762.942.35
P-102D-102CHurricane Irma0.74-0.040.000.941.351.15
P-103-105_1Hurricane Irma8.300.000.574.705.234.95
P-103-105_2Hurricane Irma12.510.000.567.087.247.15
P-103-105_3Hurricane Irma12.240.000.576.937.117.02
P-103-105_4Hurricane Irma11.380.00-0.576.446.626.53
P-104-102Hurricane Irma109.250.000.054.976.525.75
P-113-112Hurricane Irma458.450.0026.957.1710.208.69
P-180-104Hurricane Irma13.740.000.017.779.288.05
P-199-104Hurricane Irma59.07-0.08-9.776.146.146.14
P-203-202Hurricane Irma0.460.00-0.011.471.721.60
P-203-304Hurricane Irma1.520.000.001.473.282.37
P-204-202Hurricane Irma8.480.000.104.805.975.38
P-205-204Hurricane Irma6.130.000.023.474.554.01
P-206-205Hurricane Irma5.690.00-0.013.284.703.99
P-207-206Hurricane Irma4.260.000.022.833.702.78
P-209-208Hurricane Irma1.370.000.031.963.542.75
P-304-302Hurricane Irma12.160.000.013.895.454.67
P-308-305Hurricane Irma1.400.000.001.963.162.56
P-403Hurricane Irma3.040.00-0.022.615.574.09
P-409-PEACEHurricane1.57-0.620.022.065.533.79
20
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Page 82 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
Irma
P-503-501Hurricane Irma5.270.000.003.144.833.98
P-503-601Hurricane Irma2.69-2.37-0.01-1.703.822.67
P-602-601Hurricane Irma9.900.00-0.013.415.424.42
P-603-602Hurricane Irma9.32-0.06-1.575.698.116.90
P-603AHurricane Irma5.640.00-0.013.195.474.10
P-606-603Hurricane Irma13.800.00-0.024.396.195.29
P-606-604Hurricane Irma1.430.000.001.922.812.37
P-606-811Hurricane Irma11.20-6.83-0.093.573.843.57
P-607-200Hurricane Irma5.450.000.023.084.944.00
P-607-600Hurricane Irma3.820.000.002.624.333.47
P-609-404Hurricane Irma6.240.000.002.794.663.72
P-803-812Hurricane Irma9.60-1.31-0.073.053.053.05
P-808-813Hurricane Irma3.75-2.360.02-1.861.711.45
P-811-808Hurricane Irma5.52-2.39-0.062.333.162.72
P-813-803Hurricane Irma2.79-3.010.021.29-3.47-2.23
P-814-TW-WestHurricane Irma5.680.000.002.744.523.63
P-815-812Hurricane Irma1.96-0.06-0.071.553.222.39
P-Citrus OutfallHurricane Irma42.99-4.910.094.284.874.56
W-100-111Hurricane Irma34.010.000.041.461.461.46
W-100-Citrus OutfallHurricane Irma1.280.000.001.131.131.13
W-101-104Hurricane Irma10.870.00-0.031.691.691.69
W-102-102AHurricane Irma0.000.000.000.000.000.00
W-102A-207Hurricane Irma0.000.000.000.000.000.00
21
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Page 83 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-102B-102Hurricane Irma1.500.000.001.151.151.15
W-102C-102Hurricane Irma65.850.00-0.021.601.601.60
W-102C-102BHurricane Irma0.000.000.000.000.000.00
W-102D-102Hurricane Irma151.380.000.102.342.342.34
W-102D-102CHurricane Irma66.05-0.880.041.441.441.44
W-103-101Hurricane Irma0.000.000.000.000.000.00
W-103-105Hurricane Irma26.250.00-0.030.950.950.95
W-103-TW-WestHurricane Irma0.310.000.000.780.780.78
W-104-102Hurricane Irma110.060.00-0.041.401.401.40
W-104-102DHurricane Irma217.570.000.111.721.721.72
W-105-110Hurricane Irma237.480.00-0.071.731.731.73
W-106-105Hurricane Irma47.620.000.021.371.371.37
W-107-106Hurricane Irma3.510.000.001.051.051.05
W-107-TW-WestHurricane Irma1.790.000.000.890.890.89
W-110-Citrus OutfallHurricane Irma273.400.00-0.082.942.942.94
W-111-104Hurricane Irma3.510.000.001.501.501.50
W-112-PEACEHurricane Irma460.200.00-6.612.192.192.19
W-113-112Hurricane Irma0.000.000.000.000.000.00
W-114-113Hurricane Irma3.100.000.000.980.980.98
W-180-101Hurricane Irma0.000.000.000.000.000.00
W-180-104Hurricane Irma0.000.000.000.000.000.00
W-180-198Hurricane Irma0.030.000.000.000.000.00
W-180-199Hurricane Irma28.740.000.022.072.072.07
W-181-180Hurricane25.380.000.040.990.990.99
22
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Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
Irma
W-181-TW-SouthHurricane Irma12.770.000.020.740.740.74
W-198-199Hurricane Irma35.600.00-0.031.561.561.56
W-198-Peace River1Hurricane Irma0.000.000.000.000.000.00
W-200-111Hurricane Irma0.00-35.50-0.040.000.000.00
W-200-201Hurricane Irma9.770.00-0.021.091.091.09
W-200-609Hurricane Irma0.000.000.000.000.000.00
W-201-202Hurricane Irma162.510.00-0.123.003.003.00
W-202-203Hurricane Irma0.000.000.000.000.000.00
W-202-208Hurricane Irma0.000.000.000.000.000.00
W-203-208Hurricane Irma0.000.000.000.000.000.00
W-203-304Hurricane Irma0.000.000.000.000.000.00
W-203-308Hurricane Irma0.000.000.000.000.000.00
W-204-202Hurricane Irma0.000.000.000.000.000.00
W-204-209Hurricane Irma0.000.000.000.000.000.00
W-205-112Hurricane Irma0.000.000.000.000.000.00
W-205-204Hurricane Irma1.260.000.001.131.131.13
W-205-209Hurricane Irma0.000.000.000.000.000.00
W-206-112Hurricane Irma0.000.000.000.000.000.00
W-206-113Hurricane Irma0.000.000.000.000.000.00
W-206-205Hurricane Irma0.000.000.000.000.000.00
W-207-113Hurricane Irma0.000.000.000.000.000.00
W-207-206Hurricane Irma0.000.000.000.000.000.00
W-208-PEACEHurricane Irma171.040.00-0.412.172.172.17
23
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Page 85 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-209-208Hurricane Irma0.000.000.000.000.000.00
W-300-302Hurricane Irma72.47-10.8169.931.461.461.46
W-302-305Hurricane Irma112.64-17.67105.01-0.89-0.89-0.89
W-303-300Hurricane Irma6.250.000.001.281.281.28
W-303-302Hurricane Irma0.020.000.000.000.000.00
W-304-302Hurricane Irma0.000.000.000.000.000.00
W-304-305Hurricane Irma0.000.000.000.000.000.00
W-304-308Hurricane Irma0.000.000.000.000.000.00
W-305-306Hurricane Irma66.28-1.0317.531.581.581.58
W-305-PEACEHurricane Irma108.83-24.2383.610.900.900.90
W-306-PEACEHurricane Irma72.71-8.141.811.201.201.20
W-308-208Hurricane Irma0.000.000.000.000.000.00
W-308-305Hurricane Irma0.000.000.000.000.000.00
W-400-401Hurricane Irma53.280.00-0.032.242.242.24
W-401-300Hurricane Irma25.30-0.561.441.671.671.67
W-401-302Hurricane Irma53.56-6.4446.090.900.900.90
W-401-402Hurricane Irma46.92-9.88-32.870.640.640.64
W-402-302Hurricane Irma3.45-0.193.211.581.581.58
W-402-305Hurricane Irma4.31-1.581.48-0.24-0.24-0.24
W-402-407Hurricane Irma0.000.000.000.000.000.00
W-402-408Hurricane Irma0.000.000.000.000.000.00
W-403-406Hurricane Irma0.000.000.000.000.000.00
W-404-400Hurricane Irma26.880.000.011.471.471.47
W-406-402Hurricane6.960.000.001.671.671.67
24
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Page 86 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
Irma
W-407-305Hurricane Irma31.90-11.46-3.972.772.772.77
W-407-408Hurricane Irma0.000.000.000.000.000.00
W-408-PEACEHurricane Irma6.85-26.840.70-0.84-0.84-0.84
W-409-PEACEHurricane Irma2.04-0.540.06-0.21-0.21-0.21
W-500-501Hurricane Irma13.870.000.010.740.740.74
W-501-403Hurricane Irma0.000.000.000.000.000.00
W-502-406Hurricane Irma0.000.000.000.000.000.00
W-502-501Hurricane Irma7.060.00-0.010.820.820.82
W-503-609Hurricane Irma0.000.000.000.000.000.00
W-600-601Hurricane Irma71.210.00-0.031.511.511.51
W-600-609Hurricane Irma0.000.000.000.000.000.00
W-601-503Hurricane Irma0.000.000.000.000.000.00
W-602-600Hurricane Irma9.790.000.010.940.940.94
W-603-600Hurricane Irma34.510.000.021.131.131.13
W-603-602Hurricane Irma9.920.000.001.531.531.53
W-604-605Hurricane Irma9.590.000.001.031.031.03
W-604-Peace Trib1Hurricane Irma0.000.000.000.000.000.00
W-605-Peace Trib1Hurricane Irma15.600.000.011.141.141.14
W-606-603Hurricane Irma0.000.000.000.000.000.00
W-606-811Hurricane Irma8.970.00-0.010.850.850.85
W-607-603Hurricane Irma21.740.000.011.181.181.18
W-608-606Hurricane Irma16.540.000.011.271.271.27
W-608-819Hurricane Irma0.000.000.000.000.000.00
25
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Page 87 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-609-601Hurricane Irma23.770.00-0.011.641.641.64
W-801-803Hurricane Irma10.290.000.011.061.061.06
W-801-TW-N orthHurricane Irma0.610.000.000.610.610.61
W-803-605Hurricane Irma3.100.000.001.191.191.19
W-803-812Hurricane Irma0.000.000.000.000.000.00
W-805-TW-W estHurricane Irma39.960.00-0.012.762.762.76
W-806-805Hurricane Irma38.440.000.021.441.441.44
W-806-TW-W estHurricane Irma13.690.000.011.581.581.58
W-807-806Hurricane Irma41.91-57.980.05-1.28-1.28-1.28
W-808-813Hurricane Irma3.64-1.100.000.780.780.78
W-808-818Hurricane Irma53.120.000.041.321.321.32
W-809-807Hurricane Irma7.84-3.13-0.011.431.431.43
W-809-TW-W estHurricane Irma0.380.000.000.000.000.00
W-810-808Hurricane Irma1.160.000.001.081.081.08
W-810-812Hurricane Irma2.620.000.000.690.690.69
W-811-808Hurricane Irma38.99-3.80-0.101.261.261.26
W-811-818Hurricane Irma3.640.000.001.211.211.21
W-812-807Hurricane Irma25.620.000.011.061.061.06
W-813-803Hurricane Irma0.030.000.000.000.000.00
W-813-812Hurricane Irma0.910.000.000.590.590.59
W-814-809Hurricane Irma4.11-5.29-0.011.031.031.03
W-815-809Hurricane Irma0.000.000.000.000.000.00
W-816-106Hurricane Irma0.440.000.000.650.650.65
W-816-806Hurricane2.040.000.000.600.600.60
26
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Page 88 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
Irma
W-817-106Hurricane Irma0.460.000.000.990.990.99
W-817-806Hurricane Irma12.150.00-0.010.870.870.87
W-818-807Hurricane Irma89.100.000.051.531.531.53
W-819-811Hurricane Irma8.870.000.010.990.990.99
W-819-818Hurricane Irma0.220.000.000.000.000.00
W-Citrus Outfall-104Hurricane Irma291.660.000.122.112.112.11
27
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
CD-1100YR24HR348.870.0013.756.578.677.62
CD-2100YR24HR73.39-0.01-0.067.488.517.99
CD-5100YR24HR36.240.000.587.778.117.94
CD-6100YR24HR141.57-0.050.254.907.646.27
Citrus Outfall - Pipe100YR24HR39.33-32.130.030.000.000.00
Citrus Outfall - Weir: 1100YR24HR0.25-0.630.00-3.52-3.52-3.52
Citrus Outfall - Weir: 2100YR24HR15.19-29.620.02-2.69-2.69-2.69
Citrus Outfall - Weir: 3100YR24HR23.95-10.410.03-1.55-1.55-1.55
Citrus Pond Pipes100YR24HR13.75-0.020.012.192.192.19
Citrus Pond Pipes NEW100YR24HR22.92-0.020.022.382.382.38
Citrus Site Swale100YR24HR95.26-0.03-0.090.590.580.59
Citrus Swale Pipe100YR24HR94.54-0.060.047.527.527.52
D-200 - Pipe100YR24HR84.290.000.310.000.000.00
D-200 - Weir: 1100YR24HR84.290.000.610.210.210.21
EX-0100YR24HR547.150.00-43.238.5525.6516.35
EX-3_1100YR24HR0.000.000.000.000.000.00
EX-3_2100YR24HR0.000.000.000.000.000.00
Link Min/Max Conditions [PD&E]
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Page 89 Download HTML
Link Maximum Results
28
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
P-100100YR24HR6.590.00-0.015.3711.538.45
P-101-104100YR24HR10.960.00-0.026.206.896.54
P-101-TW-South100YR24HR2.68-4.100.04-2.32-4.42-3.35
P-102A-207100YR24HR5.180.000.013.114.333.70
P-102C-102B100YR24HR1.330.000.001.903.162.53
P-102D-102C100YR24HR0.98-0.050.001.071.561.29
P-103-105_1100YR24HR8.810.00-0.574.985.445.20
P-103-105_2100YR24HR12.860.00-0.577.277.477.37
P-103-105_3100YR24HR12.590.00-0.577.127.327.22
P-103-105_4100YR24HR11.760.00-0.576.656.846.75
P-104-102100YR24HR112.420.000.035.036.575.80
P-113-112100YR24HR550.810.0043.168.6110.219.14
P-180-104100YR24HR13.780.00-0.017.809.408.43
P-199-104100YR24HR66.080.00-5.396.8713.279.38
P-203-202100YR24HR0.000.000.000.000.000.00
P-203-304100YR24HR5.020.000.002.844.773.81
P-204-202100YR24HR14.500.00-0.108.218.458.33
P-205-204100YR24HR6.490.000.573.674.564.03
P-206-205100YR24HR9.250.000.575.235.725.48
P-207-206100YR24HR7.890.000.544.464.464.46
P-209-208100YR24HR3.270.00-0.032.554.453.49
P-304-302100YR24HR16.520.001.195.266.205.72
P-308-305100YR24HR4.240.000.002.814.483.65
P-403100YR24HR6.080.00-0.023.466.454.81
P-409-PEACE100YR24HR4.100.000.022.787.275.03
P-503-501100YR24HR7.180.00-0.454.065.164.61
P-503-601100YR24HR5.27-2.92-0.032.984.863.92
P-602-601100YR24HR10.190.000.013.455.514.48
P-603-602100YR24HR9.90-0.060.504.735.764.92
P-603A100YR24HR5.930.00-0.013.355.964.66
P-606-603100YR24HR14.600.00-0.034.656.345.48
P-606-604100YR24HR2.120.000.002.143.122.63
P-606-811100YR24HR13.99-6.61-0.054.454.454.45
P-607-200100YR24HR5.700.000.023.235.024.12
P-607-600100YR24HR4.180.000.002.714.483.60
P-609-404100YR24HR7.600.000.003.014.953.98
P-803-812100YR24HR12.77-0.71-0.064.074.074.07
P-808-813100YR24HR5.57-4.990.04-2.702.15-2.22
P-811-808100YR24HR6.99-0.35-0.012.664.743.66
P-813-803100YR24HR3.28-4.690.04-1.54-3.42-2.43
P-814-TW-West100YR24HR6.010.000.002.804.593.69
P-815-812100YR24HR7.750.00-0.032.763.703.22
P-Citrus Outfall100YR24HR51.92-2.680.044.735.395.06
W-100-111100YR24HR90.470.000.041.711.711.71
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Page 90 Download HTML
Link Maximum Results
29
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-100-Citrus Outfall100YR24HR5.130.000.001.431.431.43
W-101-104100YR24HR19.690.00-0.031.901.901.90
W-102-102A100YR24HR5.670.00-0.011.061.061.06
W-102A-207100YR24HR0.000.000.000.000.000.00
W-102B-102100YR24HR2.170.000.001.261.261.26
W-102C-102100YR24HR90.930.00-0.031.741.741.74
W-102C-102B100YR24HR0.000.000.000.000.000.00
W-102D-102100YR24HR183.520.000.092.412.412.41
W-102D-102C100YR24HR91.10-1.580.041.541.541.54
W-103-101100YR24HR0.000.000.000.000.000.00
W-103-105100YR24HR131.150.000.131.111.111.11
W-103-TW-West100YR24HR1.650.000.001.151.151.15
W-104-102100YR24HR155.320.00-0.051.531.531.53
W-104-102D100YR24HR275.100.000.121.831.831.83
W-105-110100YR24HR337.230.000.101.751.751.75
W-106-105100YR24HR63.700.000.021.401.401.40
W-107-106100YR24HR8.090.000.011.041.041.04
W-107-TW-West100YR24HR3.890.000.000.980.980.98
W-110-Citrus Outfall100YR24HR393.430.000.122.942.942.94
W-111-104100YR24HR7.370.000.001.801.801.80
W-112-PEACE100YR24HR552.370.00-5.212.592.592.59
W-113-112100YR24HR0.000.000.000.000.000.00
W-114-113100YR24HR4.900.000.001.101.101.10
W-180-101100YR24HR0.000.000.000.000.000.00
W-180-104100YR24HR0.000.000.000.000.000.00
W-180-198100YR24HR0.080.000.000.000.000.00
W-180-199100YR24HR29.990.000.022.092.092.09
W-181-180100YR24HR26.560.000.021.001.001.00
W-181-TW-South100YR24HR13.840.000.010.750.750.75
W-198-199100YR24HR47.100.00-0.031.541.541.54
W-198-Peace River1100YR24HR0.410.000.000.790.790.79
W-200-111100YR24HR0.00-96.60-0.040.000.000.00
W-200-201100YR24HR100.650.000.081.461.461.46
W-200-609100YR24HR1.930.000.000.910.910.91
W-201-202100YR24HR350.570.000.133.643.643.64
W-202-203100YR24HR0.000.000.000.000.000.00
W-202-208100YR24HR0.000.000.000.000.000.00
W-203-208100YR24HR0.000.000.000.000.000.00
W-203-304100YR24HR0.000.000.000.000.000.00
W-203-308100YR24HR0.000.000.000.000.000.00
W-204-202100YR24HR2.380.000.011.101.101.10
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Page 91 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-204-209100YR24HR0.000.000.000.000.000.00
W-205-112100YR24HR0.000.000.000.000.000.00
W-205-204100YR24HR7.920.000.011.531.531.53
W-205-209100YR24HR0.000.000.000.000.000.00
W-206-112100YR24HR0.000.000.000.000.000.00
W-206-113100YR24HR0.000.000.000.000.000.00
W-206-205100YR24HR1.630.000.001.081.081.08
W-207-113100YR24HR0.000.000.000.000.000.00
W-207-206100YR24HR0.040.000.000.000.000.00
W-208-PEACE100YR24HR350.740.00-0.272.532.532.53
W-209-208100YR24HR0.000.000.000.000.000.00
W-300-302100YR24HR55.83-7.22-48.371.531.531.53
W-302-305100YR24HR0.000.000.000.000.000.00
W-303-300100YR24HR15.790.000.001.621.621.62
W-303-302100YR24HR1.890.000.000.910.910.91
W-304-302100YR24HR22.450.000.021.951.951.95
W-304-305100YR24HR0.000.000.000.000.000.00
W-304-308100YR24HR0.000.000.000.000.000.00
W-305-306100YR24HR69.580.00-0.091.591.591.59
W-305-PEACE100YR24HR5.040.000.000.910.910.91
W-306-PEACE100YR24HR77.900.00-0.101.221.221.22
W-308-208100YR24HR0.000.000.000.000.000.00
W-308-305100YR24HR0.000.000.000.000.000.00
W-400-401100YR24HR98.790.000.032.392.392.39
W-401-300100YR24HR53.270.00-1.451.671.671.67
W-401-302100YR24HR51.460.00-34.910.980.980.98
W-401-402100YR24HR1.41-18.06-0.62-0.55-0.55-0.55
W-402-302100YR24HR5.040.00-1.771.741.741.74
W-402-305100YR24HR0.000.000.000.000.000.00
W-402-407100YR24HR0.000.000.000.000.000.00
W-402-408100YR24HR0.000.000.000.000.000.00
W-403-406100YR24HR0.000.000.000.000.000.00
W-404-400100YR24HR45.070.000.011.701.701.70
W-406-402100YR24HR13.100.000.011.951.951.95
W-407-305100YR24HR4.330.000.001.861.861.86
W-407-408100YR24HR0.000.000.000.000.000.00
W-408-PEACE100YR24HR7.820.000.010.680.680.68
W-409-PEACE100YR24HR0.000.000.000.000.000.00
W-500-501100YR24HR19.500.000.030.810.810.81
W-501-403100YR24HR0.000.000.000.000.000.00
W-502-406100YR24HR0.000.000.000.000.000.00
W-502-501100YR24HR17.530.000.010.970.970.97
W-503-609100YR24HR4.50-1.220.011.051.051.05
W-600-601100YR24HR103.07-9.45-0.081.501.501.50
W-600-609100YR24HR0.000.000.000.000.000.00
W-601-503100YR24HR0.000.000.000.000.000.00
W-602-600100YR24HR15.720.000.011.071.071.07
30
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Page 92 Download HTML
Link Maximum Results
31
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-603-600100YR24HR58.210.000.031.221.221.22
W-603-602100YR24HR15.720.000.011.531.531.53
W-604-605100YR24HR13.080.000.011.141.141.14
W-604-Peace Trib1100YR24HR0.000.000.000.000.000.00
W-605-Peace Trib1100YR24HR20.190.00-0.011.141.141.14
W-606-603100YR24HR0.000.000.000.000.000.00
W-606-811100YR24HR37.530.000.031.171.171.17
W-607-603100YR24HR39.360.000.021.261.261.26
W-608-606100YR24HR36.680.000.011.531.531.53
W-608-819100YR24HR0.000.000.000.000.000.00
W-609-601100YR24HR50.140.000.031.641.641.64
W-801-803100YR24HR18.700.00-0.011.131.131.13
W-801-TW-N orth100YR24HR1.320.000.000.680.680.68
W-803-605100YR24HR3.850.000.001.231.231.23
W-803-812100YR24HR0.000.000.000.000.000.00
W-805-TW-W est100YR24HR74.270.000.023.193.193.19
W-806-805100YR24HR69.210.000.041.681.681.68
W-806-TW-W est100YR24HR30.280.000.021.581.581.58
W-807-806100YR24HR77.07-133.270.05-1.63-1.63-1.63
W-808-813100YR24HR19.53-1.39-0.020.990.990.99
W-808-818100YR24HR67.320.000.021.321.321.32
W-809-807100YR24HR9.83-2.57-0.031.511.511.51
W-809-TW-W est100YR24HR1.770.000.000.640.640.64
W-810-808100YR24HR1.840.000.001.201.201.20
W-810-812100YR24HR7.260.000.000.830.830.83
W-811-808100YR24HR78.91-3.37-0.131.421.421.42
W-811-818100YR24HR4.530.000.001.281.281.28
W-812-807100YR24HR31.250.000.021.111.111.11
W-813-803100YR24HR0.140.000.000.000.000.00
W-813-812100YR24HR1.820.000.000.680.680.68
W-814-809100YR24HR16.56-5.45-0.021.171.171.17
W-815-809100YR24HR0.000.000.000.000.000.00
W-816-106100YR24HR1.160.000.000.760.760.76
W-816-806100YR24HR6.500.000.010.700.700.70
W-817-106100YR24HR0.880.000.000.990.990.99
W-817-806100YR24HR22.550.000.010.970.970.97
W-818-807100YR24HR117.350.00-0.031.651.651.65
W-819-811100YR24HR14.710.000.011.061.061.06
W-819-818100YR24HR0.810.000.000.710.710.71
W-Citrus Outfall-104100YR24HR383.170.000.142.282.282.28
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Appendix B. Page 59 of 443
Page 93 Download HTML
Link Maximum Results
32
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
CD-1500YR24HR587.700.0041.789.189.579.19
CD-2500YR24HR101.16-0.010.0610.3010.6810.49
CD-5500YR24HR45.470.000.589.7510.179.96
CD-6500YR24HR201.22-0.050.296.978.877.92
Citrus Outfall - Pipe500YR24HR72.94-24.20-1.560.000.000.00
Citrus Outfall - Weir: 1500YR24HR0.42-0.640.02-3.56-3.56-3.56
Citrus Outfall - Weir: 2500YR24HR25.94-23.75-3.15-2.42-2.42-2.42
Citrus Outfall - Weir: 3500YR24HR46.57-5.950.022.362.362.36
Citrus Pond Pipes500YR24HR26.37-1.190.014.204.204.20
Citrus Pond Pipes NEW500YR24HR43.95-1.990.014.574.574.57
Citrus Site Swale500YR24HR136.34-0.02-0.080.640.640.64
Citrus Swale Pipe500YR24HR130.31-0.07-0.0410.3710.3710.37
D-200 - Pipe500YR24HR92.170.00-0.330.000.000.00
D-200 - Weir: 1500YR24HR92.170.00-0.650.220.220.22
EX-0500YR24HR665.890.0037.4710.4025.6416.34
EX-3_1500YR24HR0.000.000.000.000.000.00
EX-3_2500YR24HR0.000.000.000.000.000.00
P-100500YR24HR6.840.000.015.5711.538.46
P-101-104500YR24HR11.430.00-0.026.477.076.77
P-101-TW-South500YR24HR4.08-4.10-0.04-2.32-4.42-3.35
P-102A-207500YR24HR9.130.00-0.055.175.175.17
P-102C-102B500YR24HR2.140.000.002.233.592.89
P-102D-102C500YR24HR1.87-0.080.001.391.821.61
P-103-105_1500YR24HR9.180.00-0.575.195.595.39
P-103-105_2500YR24HR13.110.00-0.577.427.527.42
P-103-105_3500YR24HR12.850.00-0.577.277.427.33
P-103-105_4500YR24HR12.040.00-0.576.817.006.91
P-104-102500YR24HR124.270.00-0.115.266.775.98
P-113-112500YR24HR678.440.0043.1810.6010.6010.60
P-180-104500YR24HR14.590.00-0.028.269.348.26
P-199-104500YR24HR76.960.00-2.588.008.008.00
P-203-202500YR24HR0.000.000.000.000.000.00
P-203-304500YR24HR9.380.00-0.015.316.275.79
P-204-202500YR24HR16.550.00-0.109.379.639.50
P-205-204500YR24HR10.080.00-0.575.705.955.83
P-206-205500YR24HR13.110.00-0.577.427.627.52
P-207-206500YR24HR9.820.000.455.565.565.56
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Page 94 Download HTML
Link Maximum Results
33
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
P-209-208500YR24HR14.740.000.598.348.578.45
P-304-302500YR24HR19.010.001.196.056.776.41
P-308-305500YR24HR6.480.00-0.253.675.254.45
P-403500YR24HR9.530.000.025.396.455.52
P-409-PEACE500YR24HR5.890.000.023.358.015.68
P-503-501500YR24HR9.460.000.455.355.925.63
P-503-601500YR24HR5.53-2.22-0.013.133.893.30
P-602-601500YR24HR10.640.000.013.525.594.55
P-603-602500YR24HR10.69-0.061.155.167.366.26
P-603A500YR24HR6.340.00-0.013.596.034.79
P-606-603500YR24HR15.390.00-0.034.906.505.70
P-606-604500YR24HR3.000.000.002.353.362.85
P-606-811500YR24HR12.77-6.64-0.034.064.064.06
P-607-200500YR24HR5.980.000.023.385.114.23
P-607-600500YR24HR4.560.00-0.012.814.623.72
P-609-404500YR24HR11.690.00-0.493.725.734.67
P-803-812500YR24HR12.22-0.71-0.063.893.893.89
P-808-813500YR24HR5.34-3.980.03-2.521.97-2.00
P-811-808500YR24HR7.23-0.29-0.012.664.153.34
P-813-803500YR24HR3.45-4.840.04-1.57-3.85-2.56
P-814-TW-West500YR24HR7.950.000.003.095.054.07
P-815-812500YR24HR10.640.00-0.013.393.643.51
P-Citrus Outfall500YR24HR51.95-2.690.034.524.964.74
W-100-111500YR24HR142.880.00-0.051.931.931.93
W-100-Citrus Outfall500YR24HR11.050.000.001.481.481.48
W-101-104500YR24HR36.280.00-0.032.172.172.17
W-102-102A500YR24HR387.13-2.830.412.402.402.40
W-102A-207500YR24HR381.120.000.422.952.952.95
W-102B-102500YR24HR4.16-5.340.031.471.471.47
W-102C-102500YR24HR172.460.00-0.042.052.052.05
W-102C-102B500YR24HR1.130.000.010.880.880.88
W-102D-102500YR24HR370.010.000.142.512.512.51
W-102D-102C500YR24HR180.24-2.910.101.831.831.83
W-103-101500YR24HR0.000.000.000.000.000.00
W-103-105500YR24HR320.840.000.171.291.291.29
W-103-TW-West500YR24HR3.600.000.001.351.351.35
W-104-102500YR24HR379.460.00-0.071.981.981.98
W-104-102D500YR24HR537.330.000.122.222.222.22
W-105-110500YR24HR666.830.00-0.111.731.731.73
W-106-105500YR24HR123.190.000.021.481.481.48
W-107-106500YR24HR14.760.00-0.011.041.041.04
W-107-TW-West500YR24HR7.350.000.000.980.980.98
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Link Maximum Results
34
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-110-Citrus Outfall500YR24HR770.280.000.132.932.932.93
W-111-104500YR24HR10.640.000.001.871.871.87
W-112-PEACE500YR24HR899.610.00-5.023.993.993.99
W-113-112500YR24HR34.490.000.121.521.521.52
W-114-113500YR24HR12.060.000.001.291.291.29
W-180-101500YR24HR0.000.000.000.000.000.00
W-180-104500YR24HR0.000.000.000.000.000.00
W-180-198500YR24HR17.110.000.011.341.341.34
W-180-199500YR24HR62.640.00-0.022.352.352.35
W-181-180500YR24HR51.090.000.031.091.091.09
W-181-TW-South500YR24HR37.010.000.030.910.910.91
W-198-199500YR24HR65.700.00-55.271.531.531.53
W-198-Peace River1500YR24HR83.810.000.081.761.761.76
W-200-111500YR24HR0.00-153.750.060.000.000.00
W-200-201500YR24HR370.850.000.181.641.641.64
W-200-609500YR24HR11.040.000.011.611.611.61
W-201-202500YR24HR742.480.00-0.264.334.334.33
W-202-203500YR24HR66.560.00-0.102.142.142.14
W-202-208500YR24HR0.000.000.000.000.000.00
W-203-208500YR24HR0.000.000.000.000.000.00
W-203-304500YR24HR58.300.00-0.092.532.532.53
W-203-308500YR24HR0.000.000.000.000.000.00
W-204-202500YR24HR82.480.000.042.572.572.57
W-204-209500YR24HR10.880.000.021.311.311.31
W-205-112500YR24HR0.000.000.000.000.000.00
W-205-204500YR24HR99.390.000.062.802.802.80
W-205-209500YR24HR64.440.000.081.881.881.88
W-206-112500YR24HR181.630.000.222.382.382.38
W-206-113500YR24HR4.800.000.021.151.151.15
W-206-205500YR24HR159.950.000.132.902.902.90
W-207-113500YR24HR30.840.000.081.681.681.68
W-207-206500YR24HR348.870.000.362.892.892.89
W-208-PEACE500YR24HR631.080.000.912.902.902.90
W-209-208500YR24HR61.180.000.102.412.412.41
W-300-302500YR24HR100.74-25.62-100.031.541.541.54
W-302-305500YR24HR0.000.000.000.000.000.00
W-303-300500YR24HR23.680.00-0.011.791.791.79
W-303-302500YR24HR5.630.000.001.191.191.19
W-304-302500YR24HR62.080.00-0.092.532.532.53
W-304-305500YR24HR0.000.000.000.000.000.00
W-304-308500YR24HR0.000.000.000.000.000.00
W-305-306500YR24HR91.810.000.021.611.611.61
W-305-PEACE500YR24HR11.050.000.000.970.970.97
W-306-PEACE500YR24HR102.140.000.021.291.291.29
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Link Maximum Results
35
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-308-208500YR24HR0.000.000.000.000.000.00
W-308-305500YR24HR0.000.000.000.000.000.00
W-400-401500YR24HR163.580.00-0.062.662.662.66
W-401-300500YR24HR103.480.004.281.671.671.67
W-401-302500YR24HR72.54-0.55-62.800.950.950.95
W-401-402500YR24HR0.10-41.18-0.96-0.56-0.56-0.56
W-402-302500YR24HR8.010.00-5.991.661.661.66
W-402-305500YR24HR0.000.000.000.000.000.00
W-402-407500YR24HR0.000.000.000.000.000.00
W-402-408500YR24HR0.000.000.000.000.000.00
W-403-406500YR24HR27.670.00-0.021.781.781.78
W-404-400500YR24HR73.170.00-0.061.941.941.94
W-406-402500YR24HR57.230.00-0.032.682.682.68
W-407-305500YR24HR6.390.000.002.002.002.00
W-407-408500YR24HR0.000.000.000.000.000.00
W-408-PEACE500YR24HR37.500.00-0.020.940.940.94
W-409-PEACE500YR24HR0.000.000.000.000.000.00
W-500-501500YR24HR45.970.000.031.011.011.01
W-501-403500YR24HR36.080.00-0.112.072.072.07
W-502-406500YR24HR0.000.000.000.000.000.00
W-502-501500YR24HR30.230.0014.301.061.061.06
W-503-609500YR24HR15.96-8.86-0.021.151.151.15
W-600-601500YR24HR168.96-24.720.061.501.501.50
W-600-609500YR24HR3.01-0.020.010.470.470.47
W-601-503500YR24HR0.000.000.000.000.000.00
W-602-600500YR24HR27.470.000.001.271.271.27
W-603-600500YR24HR104.050.00-0.021.401.401.40
W-603-602500YR24HR26.940.000.001.531.531.53
W-604-605500YR24HR23.080.00-0.011.361.361.36
W-604-Peace Trib1500YR24HR0.030.000.000.450.450.45
W-605-Peace Trib1500YR24HR43.970.00-0.011.141.141.14
W-606-603500YR24HR0.000.000.000.000.000.00
W-606-811500YR24HR91.580.00-0.041.471.471.47
W-607-603500YR24HR69.740.000.011.311.311.31
W-608-606500YR24HR56.930.00-0.021.701.701.70
W-608-819500YR24HR0.000.000.000.000.000.00
W-609-601500YR24HR66.330.00-0.051.641.641.64
W-801-803500YR24HR20.440.000.021.101.101.10
W-801-TW-N orth500YR24HR14.360.00-0.011.021.021.02
W-803-605500YR24HR13.490.000.001.291.291.29
W-803-812500YR24HR0.000.000.000.000.000.00
W-805-TW-W est500YR24HR194.810.000.043.963.963.96
W-806-805500YR24HR181.140.000.081.951.951.95
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Page 97 Download HTML
Link Maximum Results
36
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-806-TW-West500YR24HR144.690.000.081.681.681.68
W-807-806500YR24HR240.03-186.890.20-1.76-1.76-1.76
W-808-813500YR24HR39.05-2.550.041.131.131.13
W-808-818500YR24HR187.110.000.051.481.481.48
W-809-807500YR24HR26.18-15.24-0.041.901.901.90
W-809-TW-West500YR24HR31.680.000.031.351.351.35
W-810-808500YR24HR2.340.000.001.261.261.26
W-810-812500YR24HR12.130.000.000.900.900.90
W-811-808500YR24HR162.95-2.96-0.091.551.551.55
W-811-818500YR24HR11.450.000.001.591.591.59
W-812-807500YR24HR74.580.000.021.361.361.36
W-813-803500YR24HR8.48-1.21-0.010.850.850.85
W-813-812500YR24HR20.420.00-0.011.011.011.01
W-814-809500YR24HR24.23-6.210.011.201.201.20
W-815-809500YR24HR0.000.000.000.000.000.00
W-816-106500YR24HR2.100.000.000.760.760.76
W-816-806500YR24HR11.070.000.000.770.770.77
W-817-106500YR24HR1.510.000.001.031.031.03
W-817-806500YR24HR38.410.00-0.011.041.041.04
W-818-807500YR24HR291.410.00-0.101.981.981.98
W-819-811500YR24HR25.700.00-0.011.111.111.11
W-819-818500YR24HR2.260.000.000.850.850.85
W-Citrus Outfall-104500YR24HR786.440.000.152.432.432.43
CD-150YR24HR268.740.00-12.266.047.886.96
CD-250YR24HR66.28-0.01-0.066.758.037.39
CD-550YR24HR27.740.000.585.956.766.35
CD-650YR24HR121.85-0.05-0.264.277.225.75
Citrus Outfall - Pipe50YR24HR30.48-31.960.050.000.000.00
Citrus Outfall - Weir: 150YR24HR0.22-0.630.00-3.50-3.50-3.50
Citrus Outfall - Weir: 250YR24HR13.16-30.980.03-2.82-2.82-2.82
Citrus Outfall - Weir: 350YR24HR17.14-8.880.05-1.51-1.51-1.51
Citrus Pond Pipes50YR24HR10.56-0.030.021.681.681.68
Citrus Pond Pipes NEW50YR24HR17.60-0.030.031.831.831.83
Citrus Site Swale50YR24HR83.67-0.02-0.050.560.550.56
Citrus Swale Pipe50YR24HR83.80-0.060.046.676.676.67
D-200 - Pipe50YR24HR80.130.000.310.000.000.00
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Page 98 Download HTML
Link Maximum Results
37
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
D-200 - Weir: 150YR24HR80.130.000.620.210.210.21
EX-050YR24HR427.010.00-40.977.026.796.90
EX-3_150YR24HR0.000.000.000.000.000.00
EX-3_250YR24HR0.000.000.000.000.000.00
P-10050YR24HR6.510.000.015.3011.498.40
P-101-10450YR24HR10.790.00-0.026.116.836.47
P-101-TW-South50YR24HR2.00-4.100.06-2.32-4.42-3.35
P-102A-20750YR24HR4.830.000.003.004.033.41
P-102C-102B50YR24HR0.970.000.001.722.892.30
P-102D-102C50YR24HR0.69-0.040.000.911.521.11
P-103-105_150YR24HR8.650.00-0.574.905.365.12
P-103-105_250YR24HR12.750.00-0.577.217.417.31
P-103-105_350YR24HR12.480.00-0.577.067.267.16
P-103-105_450YR24HR11.640.00-0.576.596.776.68
P-104-10250YR24HR108.510.000.034.956.515.73
P-113-11250YR24HR429.440.0020.987.0210.008.51
P-180-10450YR24HR13.520.00-0.017.659.418.45
P-199-10450YR24HR58.260.00-5.666.0613.269.37
P-203-20250YR24HR0.000.000.000.000.000.00
P-203-30450YR24HR4.340.000.002.464.533.50
P-204-20250YR24HR13.970.00-0.107.908.208.05
P-205-20450YR24HR6.210.000.573.514.564.01
P-206-20550YR24HR8.850.000.575.015.565.28
P-207-20650YR24HR6.760.000.533.833.833.83
P-209-20850YR24HR2.720.00-0.022.404.283.34
P-304-30250YR24HR15.900.00-1.195.066.065.56
P-308-30550YR24HR3.610.000.002.664.273.46
P-40350YR24HR5.280.00-0.013.186.454.81
P-409-PEACE50YR24HR3.610.000.022.657.014.83
P-503-50150YR24HR6.900.000.453.905.114.49
P-503-60150YR24HR5.08-2.93-0.032.874.793.83
P-602-60150YR24HR10.050.000.013.445.434.43
P-603-60250YR24HR9.63-0.060.354.745.164.45
P-603A50YR24HR5.790.00-0.013.285.934.60
P-606-60350YR24HR14.270.000.034.546.305.42
P-606-60450YR24HR1.810.000.002.052.992.52
P-606-81150YR24HR14.09-6.59-0.054.484.484.48
P-607-20050YR24HR5.590.000.023.165.024.09
P-607-60050YR24HR4.020.000.002.674.443.55
P-609-40450YR24HR6.730.000.002.874.793.83
P-803-81250YR24HR12.58-0.78-0.064.004.004.00
P-808-81350YR24HR5.17-4.640.05-2.642.12-2.15
P-811-80850YR24HR6.68-0.37-0.012.614.693.61
P-813-80350YR24HR2.93-4.090.03-1.42-3.51-2.43
P-814-TW-We50YR24HR5.070.000.002.644.393.51
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Page 99 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
st
P-815-81250YR24HR6.710.000.022.613.713.16
P-Citrus Outfall50YR24HR49.75-2.680.044.655.314.98
W-100-11150YR24HR75.840.000.041.651.651.65
W-100-Citrus Outfall50YR24HR3.980.000.001.401.401.40
W-101-10450YR24HR15.390.00-0.031.821.821.82
W-102-102A50YR24HR0.000.000.000.000.000.00
W-102A-20750YR24HR0.000.000.000.000.000.00
W-102B-10250YR24HR1.720.000.001.191.191.19
W-102C-10250YR24HR60.420.00-0.031.571.571.57
W-102C-102B50YR24HR0.000.000.000.000.000.00
W-102D-10250YR24HR144.190.000.102.322.322.32
W-102D-102C50YR24HR60.58-1.140.031.411.411.41
W-103-10150YR24HR0.000.000.000.000.000.00
W-103-10550YR24HR82.780.000.071.051.051.05
W-103-TW-West50YR24HR1.080.000.001.051.051.05
W-104-10250YR24HR100.520.00-0.051.361.361.36
W-104-102D50YR24HR205.090.000.111.701.701.70
W-105-11050YR24HR259.300.000.091.731.731.73
W-106-10550YR24HR48.300.000.021.371.371.37
W-107-10650YR24HR6.000.000.001.051.051.05
W-107-TW-West50YR24HR2.950.000.000.980.980.98
W-110-Citrus Outfall50YR24HR304.070.000.122.932.932.93
W-111-10450YR24HR6.420.000.001.741.741.74
W-112-PEACE50YR24HR430.480.00-4.162.062.062.06
W-113-11250YR24HR0.000.000.000.000.000.00
W-114-11350YR24HR3.330.000.001.001.001.00
W-180-10150YR24HR0.000.000.000.000.000.00
W-180-10450YR24HR0.000.000.000.000.000.00
W-180-19850YR24HR0.000.000.000.000.000.00
W-180-19950YR24HR22.700.000.021.951.951.95
W-181-18050YR24HR20.440.000.020.960.960.96
W-181-TW-South50YR24HR8.480.000.010.670.670.67
W-198-19950YR24HR42.570.00-0.031.561.561.56
W-198-Peace River150YR24HR0.000.000.000.000.000.00
W-200-11150YR24HR0.00-80.72-0.040.000.000.00
W-200-20150YR24HR44.090.000.041.361.361.36
W-200-60950YR24HR0.000.000.000.000.000.00
W-201-20250YR24HR250.760.00-0.113.353.353.35
W-202-20350YR24HR0.000.000.000.000.000.00
38
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Page 100 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-202-20850YR24HR0.000.000.000.000.000.00
W-203-20850YR24HR0.000.000.000.000.000.00
W-203-30450YR24HR0.000.000.000.000.000.00
W-203-30850YR24HR0.000.000.000.000.000.00
W-204-20250YR24HR0.000.000.000.000.000.00
W-204-20950YR24HR0.000.000.000.000.000.00
W-205-11250YR24HR0.000.000.000.000.000.00
W-205-20450YR24HR5.890.000.011.451.451.45
W-205-20950YR24HR0.000.000.000.000.000.00
W-206-11250YR24HR0.000.000.000.000.000.00
W-206-11350YR24HR0.000.000.000.000.000.00
W-206-20550YR24HR0.340.000.000.730.730.73
W-207-11350YR24HR0.000.000.000.000.000.00
W-207-20650YR24HR0.000.000.000.000.000.00
W-208-PEACE50YR24HR270.270.00-0.202.382.382.38
W-209-20850YR24HR0.000.000.000.000.000.00
W-300-30250YR24HR51.21-1.57-44.471.531.531.53
W-302-30550YR24HR0.000.000.000.000.000.00
W-303-30050YR24HR13.500.000.001.551.551.55
W-303-30250YR24HR1.100.000.000.840.840.84
W-304-30250YR24HR16.210.000.031.781.781.78
W-304-30550YR24HR0.000.000.000.000.000.00
W-304-30850YR24HR0.000.000.000.000.000.00
W-305-30650YR24HR63.560.00-0.071.571.571.57
W-305-PEACE50YR24HR3.840.000.000.880.880.88
W-306-PEACE50YR24HR71.220.00-0.091.201.201.20
W-308-20850YR24HR0.000.000.000.000.000.00
W-308-30550YR24HR0.000.000.000.000.000.00
W-400-40150YR24HR81.820.000.032.312.312.31
W-401-30050YR24HR51.090.001.641.671.671.67
W-401-30250YR24HR48.540.00-33.220.980.980.98
W-401-40250YR24HR1.43-14.82-0.69-0.55-0.55-0.55
W-402-30250YR24HR4.980.00-1.631.741.741.74
W-402-30550YR24HR0.000.000.000.000.000.00
W-402-40750YR24HR0.000.000.000.000.000.00
W-402-40850YR24HR0.000.000.000.000.000.00
W-403-40650YR24HR0.000.000.000.000.000.00
W-404-40050YR24HR38.060.000.011.621.621.62
W-406-40250YR24HR10.720.000.001.861.861.86
W-407-30550YR24HR3.770.000.001.811.811.81
W-407-40850YR24HR0.000.000.000.000.000.00
W-408-PEACE50YR24HR2.800.000.000.580.580.58
W-409-PEACE50YR24HR0.000.000.000.000.000.00
W-500-50150YR24HR13.280.000.010.730.730.73
W-501-40350YR24HR0.000.000.000.000.000.00
W-502-40650YR24HR0.000.000.000.000.000.00
W-502-50150YR24HR14.000.000.010.920.920.92
39
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Appendix B. Page 67 of 443
Page 101 Download HTML
Link Maximum Results
40
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-503-60950YR24HR2.020.000.000.830.830.83
W-600-60150YR24HR81.88-3.57-0.061.501.501.50
W-600-60950YR24HR0.000.000.000.000.000.00
W-601-50350YR24HR0.000.000.000.000.000.00
W-602-60050YR24HR12.480.000.011.001.001.00
W-603-60050YR24HR45.780.000.031.171.171.17
W-603-60250YR24HR12.680.000.011.531.531.53
W-604-60550YR24HR10.380.000.011.061.061.06
W-604-Peace Trib150YR24HR0.000.000.000.000.000.00
W-605-Peace Trib150YR24HR14.400.000.001.141.141.14
W-606-60350YR24HR0.000.000.000.000.000.00
W-606-81150YR24HR22.350.000.031.051.051.05
W-607-60350YR24HR30.980.000.031.221.221.22
W-608-60650YR24HR31.160.000.011.471.471.47
W-608-81950YR24HR0.000.000.000.000.000.00
W-609-60150YR24HR35.590.000.021.641.641.64
W-801-80350YR24HR17.430.000.011.141.141.14
W-801-TW-N orth50YR24HR0.120.000.000.470.470.47
W-803-60550YR24HR2.070.000.001.101.101.10
W-803-81250YR24HR0.000.000.000.000.000.00
W-805-TW-W est50YR24HR41.980.000.022.792.792.79
W-806-80550YR24HR39.060.000.031.441.441.44
W-806-TW-W est50YR24HR13.920.000.011.581.581.58
W-807-80650YR24HR40.99-108.770.08-1.53-1.53-1.53
W-808-81350YR24HR10.39-0.34-0.010.840.840.84
W-808-81850YR24HR37.490.00-0.011.321.321.32
W-809-80750YR24HR4.64-1.19-0.011.251.251.25
W-809-TW-W est50YR24HR0.000.000.000.000.000.00
W-810-80850YR24HR1.660.000.001.171.171.17
W-810-81250YR24HR5.840.000.010.800.800.80
W-811-80850YR24HR61.46-3.49-0.051.361.361.36
W-811-81850YR24HR2.540.000.001.101.101.10
W-812-80750YR24HR22.590.000.011.031.031.03
W-813-80350YR24HR0.000.000.000.000.000.00
W-813-81250YR24HR0.150.000.000.000.000.00
W-814-80950YR24HR14.19-4.87-0.011.171.171.17
W-815-80950YR24HR0.000.000.000.000.000.00
W-816-10650YR24HR0.900.000.000.750.750.75
W-816-80650YR24HR4.830.000.010.670.670.67
W-817-10650YR24HR0.680.000.000.990.990.99
W-817-80650YR24HR17.850.000.010.940.940.94
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Link Maximum Results
41
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-818-80750YR24HR71.500.000.041.451.451.45
W-819-81150YR24HR11.510.000.011.031.031.03
W-819-81850YR24HR0.450.000.000.580.580.58
W-Citrus Outfall-10450YR24HR283.740.000.132.212.212.21
CD-1Hurricane Ian649.640.0041.7710.1510.1610.16
CD-2Hurricane Ian121.04-26.17-0.2012.3312.5212.39
CD-5Hurricane Ian47.260.000.5810.1410.5710.36
CD-6Hurricane Ian247.40-0.050.278.579.889.23
Citrus Outfall - PipeHurricane Ian93.63-33.10-2.740.000.000.00
Citrus Outfall - Weir: 1Hurricane Ian0.55-0.660.02-3.67-3.67-3.67
Citrus Outfall - Weir: 2Hurricane Ian33.30-30.67-5.503.033.033.03
Citrus Outfall - Weir: 3Hurricane Ian59.79-12.510.013.033.033.03
Citrus Pond PipesHurricane Ian33.49-0.61-0.055.335.335.33
Citrus Pond Pipes NEWHurricane Ian55.83-0.87-0.095.805.805.80
Citrus Site SwaleHurricane Ian99.230.00-0.100.510.480.50
Citrus Swale PipeHurricane Ian141.98-0.080.0511.3011.3011.30
D-200 - PipeHurricane Ian93.260.000.330.000.000.00
D-200 - Weir: 1Hurricane Ian93.260.000.650.220.220.22
EX-0Hurricane Ian699.690.00-40.9810.9325.4616.17
EX-3_1Hurricane Ian0.000.000.000.000.000.00
EX-3_2Hurricane Ian0.000.000.000.000.000.00
P-100Hurricane Ian6.800.000.015.5411.518.42
P-101-104Hurricane Ian11.380.000.026.446.996.67
P-101-TW-SouthHurricane Ian3.63-4.10-0.03-2.32-4.42-3.35
P-102A-207Hurricane Ian8.330.000.014.724.724.72
P-102C-102BHurricane Ian2.270.000.002.273.652.94
P-102D-102CHurricane Ian2.00-0.070.001.441.871.65
P-103-105_1Hurricane Ian9.150.000.575.185.595.38
P-103-105_2Hurricane Ian13.090.000.577.417.507.41
P-103-105_3Hurricane Ian12.830.000.577.267.397.29
P-103-105_4Hurricane Ian12.020.00-0.566.806.976.88
P-104-102Hurricane Ian127.870.00-0.165.346.806.01
P-113-112Hurricane Ian704.150.0043.1211.0011.0011.00
P-180-104Hurricane Ian14.970.000.018.479.398.47
P-199-104Hurricane Ian79.55-0.02-3.968.2713.209.30
P-203-202Hurricane Ian0.000.000.000.000.000.00
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Link Maximum Results
42
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
P-203-304Hurricane Ian12.960.00-0.017.347.747.54
P-204-202Hurricane Ian16.750.00-0.109.489.749.61
P-205-204Hurricane Ian10.580.00-0.575.996.206.09
P-206-205Hurricane Ian13.750.00-0.577.787.997.89
P-207-206Hurricane Ian10.500.000.555.945.945.94
P-209-208Hurricane Ian15.490.000.598.779.018.89
P-304-302Hurricane Ian24.680.001.197.868.178.02
P-308-305Hurricane Ian3.650.000.002.674.283.47
P-403Hurricane Ian10.330.00-0.025.846.455.94
P-409-PEACEHurricane Ian5.99-4.77-0.093.408.055.72
P-503-501Hurricane Ian11.010.00-0.456.236.556.39
P-503-601Hurricane Ian5.55-2.77-0.023.144.663.70
P-602-601Hurricane Ian11.080.00-0.013.615.634.59
P-603-602Hurricane Ian11.18-0.06-1.354.997.116.05
P-603AHurricane Ian6.600.00-0.013.736.034.78
P-606-603Hurricane Ian15.600.00-0.034.976.545.74
P-606-604Hurricane Ian3.220.000.002.393.422.91
P-606-811Hurricane Ian13.37-6.89-0.094.264.264.26
P-607-200Hurricane Ian6.070.000.023.435.164.30
P-607-600Hurricane Ian4.750.00-0.012.874.653.76
P-609-404Hurricane Ian15.390.00-0.494.906.385.63
P-803-812Hurricane Ian12.01-1.31-0.073.823.823.82
P-808-813Hurricane Ian5.35-4.710.06-2.651.99-2.17
P-811-808Hurricane Ian7.05-2.40-0.012.654.613.56
P-813-803Hurricane Ian3.80-4.910.04-1.59-3.54-2.43
P-814-TW-WestHurricane Ian9.200.000.003.275.274.27
P-815-812Hurricane Ian7.370.00-0.012.383.132.51
P-Citrus OutfallHurricane Ian54.71-2.76-0.034.835.485.15
W-100-111Hurricane Ian133.560.00-0.031.891.891.89
W-100-Citrus OutfallHurricane Ian9.760.000.001.471.471.47
W-101-104Hurricane Ian29.560.00-0.032.072.072.07
W-102-102AHurricane Ian647.14-1.840.402.742.742.74
W-102A-207Hurricane Ian640.890.000.403.333.333.33
W-102B-102Hurricane Ian6.06-9.28-0.031.501.501.50
W-102C-102Hurricane Ian186.770.00-0.072.102.102.10
W-102C-102BHurricane Ian2.220.000.010.930.930.93
W-102D-102Hurricane Ian422.800.000.202.512.512.51
W-102D-102CHurricane Ian195.84-2.000.141.881.881.88
W-103-101Hurricane Ian0.000.000.000.000.000.00
W-103-105Hurricane Ian304.000.000.161.271.271.27
W-103-TW-WestHurricane Ian3.430.000.001.341.341.34
W-104-102Hurricane Ian798.890.00-0.252.282.282.28
W-104-102DHurricane Ian632.920.00-0.312.332.332.33
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Link Maximum Results
43
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-105-110Hurricane Ian898.090.00-0.171.721.721.72
W-106-105Hurricane Ian157.910.000.041.511.511.51
W-107-106Hurricane Ian12.970.00-0.011.041.041.04
W-107-TW-WestHurricane Ian8.490.000.001.001.001.00
W-110-Citrus OutfallHurricane Ian1022.210.00-0.192.942.942.94
W-111-104Hurricane Ian10.000.000.001.871.871.87
W-112-PEACEHurricane Ian1137.520.00-6.704.824.824.82
W-113-112Hurricane Ian135.660.000.122.122.122.12
W-114-113Hurricane Ian14.090.000.001.331.331.33
W-180-101Hurricane Ian0.000.000.000.000.000.00
W-180-104Hurricane Ian0.000.000.000.000.000.00
W-180-198Hurricane Ian37.130.000.011.631.631.63
W-180-199Hurricane Ian85.560.00-0.012.472.472.47
W-181-180Hurricane Ian69.180.000.041.131.131.13
W-181-TW-SouthHurricane Ian55.910.000.040.970.970.97
W-198-199Hurricane Ian46.56-6.61-0.041.521.521.52
W-198-Peace River1Hurricane Ian160.070.000.051.951.951.95
W-200-111Hurricane Ian0.00-143.070.030.000.000.00
W-200-201Hurricane Ian403.080.000.141.661.661.66
W-200-609Hurricane Ian11.94-8.88-0.061.651.651.65
W-201-202Hurricane Ian773.630.00-0.194.324.324.32
W-202-203Hurricane Ian266.870.00-0.122.652.652.65
W-202-208Hurricane Ian0.000.000.000.000.000.00
W-203-208Hurricane Ian0.000.000.000.000.000.00
W-203-304Hurricane Ian256.970.00-0.123.803.803.80
W-203-308Hurricane Ian0.000.000.000.000.000.00
W-204-202Hurricane Ian97.980.000.052.692.692.69
W-204-209Hurricane Ian20.330.000.021.481.481.48
W-205-112Hurricane Ian0.220.000.000.630.630.63
W-205-204Hurricane Ian124.010.000.072.982.982.98
W-205-209Hurricane Ian105.850.000.072.072.072.07
W-206-112Hurricane Ian290.140.000.202.732.732.73
W-206-113Hurricane Ian21.120.000.021.771.771.77
W-206-205Hurricane Ian225.980.000.123.133.133.13
W-207-113Hurricane Ian100.810.000.082.092.092.09
W-207-206Hurricane Ian539.390.000.343.243.243.24
W-208-PEACEHurricane Ian766.160.001.033.043.043.04
W-209-208Hurricane Ian111.570.000.092.842.842.84
W-300-302Hurricane Ian93.77-158.28-62.941.521.521.52
W-302-305Hurricane Ian0.000.000.000.000.000.00
W-303-300Hurricane Ian21.53-0.150.331.751.751.75
W-303-302Hurricane Ian5.09-0.41-1.561.131.131.13
W-304-302Hurricane Ian274.020.00-0.123.673.673.67
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Link Maximum Results
44
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-304-305Hurricane Ian0.000.000.000.000.000.00
W-304-308Hurricane Ian0.000.000.000.000.000.00
W-305-306Hurricane Ian93.79-22.0622.061.611.611.61
W-305-PEACEHurricane Ian183.16-105.01-102.881.041.041.04
W-306-PEACEHurricane Ian118.72-24.4411.361.331.331.33
W-308-208Hurricane Ian0.000.000.000.000.000.00
W-308-305Hurricane Ian0.000.000.000.000.000.00
W-400-401Hurricane Ian199.640.00-0.032.782.782.78
W-401-300Hurricane Ian106.39-6.3111.241.671.671.67
W-401-302Hurricane Ian61.87-10.74-36.460.970.970.97
W-401-402Hurricane Ian164.92-111.43-117.21-0.57-0.57-0.57
W-402-302Hurricane Ian4.65-0.89-2.701.701.701.70
W-402-305Hurricane Ian0.000.000.000.000.000.00
W-402-407Hurricane Ian141.65-55.67-3.042.742.742.74
W-402-408Hurricane Ian0.000.000.000.000.000.00
W-403-406Hurricane Ian54.830.00-0.022.052.052.05
W-404-400Hurricane Ian92.250.00-0.022.072.072.07
W-406-402Hurricane Ian91.10-0.880.882.882.882.88
W-407-305Hurricane Ian141.84-56.535.453.793.793.79
W-407-408Hurricane Ian0.000.000.000.000.000.00
W-408-PEACEHurricane Ian64.29-98.198.301.091.091.09
W-409-PEACEHurricane Ian0.92-2.640.14-1.04-1.04-1.04
W-500-501Hurricane Ian60.130.000.011.091.091.09
W-501-403Hurricane Ian62.270.00-0.022.402.402.40
W-502-406Hurricane Ian0.000.000.000.000.000.00
W-502-501Hurricane Ian29.930.00-0.011.031.031.03
W-503-609Hurricane Ian13.30-14.86-0.011.121.121.12
W-600-601Hurricane Ian202.720.00-0.101.481.481.48
W-600-609Hurricane Ian18.22-0.670.010.490.490.49
W-601-503Hurricane Ian0.00-2.330.00-0.46-0.46-0.46
W-602-600Hurricane Ian36.540.00-0.011.381.381.38
W-603-600Hurricane Ian139.250.00-0.031.511.511.51
W-603-602Hurricane Ian35.630.00-0.011.551.551.55
W-604-605Hurricane Ian31.250.00-0.011.501.501.50
W-604-Peace Trib1Hurricane Ian0.150.000.000.640.640.64
W-605-Peace Trib1Hurricane Ian65.120.000.021.141.141.14
W-606-603Hurricane Ian0.000.000.000.000.000.00
W-606-811Hurricane Ian106.810.00-0.031.541.541.54
W-607-603Hurricane Ian92.010.00-0.021.341.341.34
W-608-606Hurricane Ian57.810.00-0.011.711.711.71
W-608-819Hurricane Ian0.000.000.000.000.000.00
W-609-601Hurricane Ian61.580.00-0.071.641.641.64
W-801-803Hurricane Ian24.300.00-0.021.131.131.13
W-801-TW-N orthHurricane Ian26.520.000.011.121.121.12
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Link Maximum Results
45
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-803-605Hurricane Ian22.800.000.011.291.291.29
W-803-812Hurricane Ian0.000.000.000.000.000.00
W-805-TW-WestHurricane Ian321.120.000.084.134.134.13
W-806-805Hurricane Ian316.070.000.152.122.122.12
W-806-TW-WestHurricane Ian297.480.000.161.841.841.84
W-807-806Hurricane Ian456.05-183.130.20-1.75-1.75-1.75
W-808-813Hurricane Ian37.72-3.240.031.121.121.12
W-808-818Hurricane Ian257.500.00-0.051.581.581.58
W-809-807Hurricane Ian42.01-36.36-0.162.062.062.06
W-809-TW-WestHurricane Ian81.450.000.031.531.531.53
W-810-808Hurricane Ian2.260.000.001.251.251.25
W-810-812Hurricane Ian11.240.000.000.890.890.89
W-811-808Hurricane Ian221.93-3.90-0.061.501.501.50
W-811-818Hurricane Ian15.720.000.001.631.631.63
W-812-807Hurricane Ian110.360.000.031.441.441.44
W-813-803Hurricane Ian13.38-2.44-0.010.970.970.97
W-813-812Hurricane Ian39.710.00-0.011.121.121.12
W-814-809Hurricane Ian16.10-7.16-0.011.171.171.17
W-815-809Hurricane Ian0.080.000.000.000.000.00
W-816-106Hurricane Ian1.340.000.000.760.760.76
W-816-806Hurricane Ian7.590.000.000.720.720.72
W-817-106Hurricane Ian1.710.000.001.031.031.03
W-817-806Hurricane Ian43.350.000.011.061.061.06
W-818-807Hurricane Ian386.180.00-0.132.072.072.07
W-819-811Hurricane Ian29.730.000.011.131.131.13
W-819-818Hurricane Ian2.870.000.000.890.890.89
W-Citrus Outfall-104Hurricane Ian1054.030.00-0.182.422.422.42
CD-1Hurricane Irma177.890.00-12.955.286.766.02
CD-2Hurricane Irma64.14-21.03-0.266.537.897.21
CD-5Hurricane Irma27.540.00-0.585.916.736.31
CD-6Hurricane Irma109.23-0.090.383.956.955.45
Citrus Outfall - PipeHurricane Irma37.67-22.66-2.720.000.000.00
Citrus Outfall - Weir: 1Hurricane Irma0.44-0.640.02-3.54-3.54-3.54
Citrus Outfall - Weir: 2Hurricane Irma14.73-22.19-5.45-2.39-2.39-2.39
Citrus Outfall - Weir: 3Hurricane Irma22.72-1.220.021.111.111.11
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Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
Citrus Pond PipesHurricane Irma14.05-4.580.092.242.242.24
Citrus Pond Pipes NEWHurricane Irma23.41-7.640.152.432.432.43
Citrus Site SwaleHurricane Irma36.42-1.750.070.360.300.33
Citrus Swale PipeHurricane Irma47.95-0.070.143.823.823.82
D-200 - PipeHurricane Irma73.940.00-0.300.000.000.00
D-200 - Weir: 1Hurricane Irma73.940.00-0.590.200.200.20
EX-0Hurricane Irma454.390.00-40.947.167.107.13
EX-3_1Hurricane Irma0.000.000.000.000.000.00
EX-3_2Hurricane Irma0.000.000.000.000.000.00
P-100Hurricane Irma6.180.000.015.0311.318.15
P-101-104Hurricane Irma10.620.00-0.026.016.756.37
P-101-TW-SouthHurricane Irma0.00-4.10-0.02-2.32-4.42-3.35
P-102A-207Hurricane Irma2.710.000.002.443.542.99
P-102C-102BHurricane Irma1.040.000.001.762.942.35
P-102D-102CHurricane Irma0.74-0.040.000.941.351.15
P-103-105_1Hurricane Irma8.300.00-0.574.705.234.95
P-103-105_2Hurricane Irma12.510.00-0.567.087.247.15
P-103-105_3Hurricane Irma12.240.000.576.937.127.02
P-103-105_4Hurricane Irma11.380.00-0.576.446.626.53
P-104-102Hurricane Irma109.250.000.054.976.525.75
P-113-112Hurricane Irma458.45-0.1125.757.1710.208.69
P-180-104Hurricane Irma13.740.000.017.779.288.05
P-199-104Hurricane Irma59.07-0.10-9.776.146.146.14
P-203-202Hurricane0.000.000.000.000.000.00
46
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Appendix B. Page 74 of 443
Page 108 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
Irma
P-203-304Hurricane Irma1.950.000.001.643.532.58
P-204-202Hurricane Irma8.480.00-0.104.805.975.38
P-205-204Hurricane Irma6.130.00-0.013.474.554.01
P-206-205Hurricane Irma5.690.00-0.013.284.703.99
P-207-206Hurricane Irma4.260.00-0.022.833.702.78
P-209-208Hurricane Irma1.370.00-0.031.963.542.75
P-304-302Hurricane Irma12.570.00-0.014.005.634.82
P-308-305Hurricane Irma1.400.000.001.963.162.56
P-403Hurricane Irma3.040.000.022.615.574.09
P-409-PEACEHurricane Irma1.57-0.620.022.065.533.79
P-503-501Hurricane Irma5.270.000.003.144.833.98
P-503-601Hurricane Irma2.69-2.37-0.01-1.703.822.67
P-602-601Hurricane Irma9.900.00-0.013.415.424.42
P-603-602Hurricane Irma9.32-0.06-1.925.698.116.90
P-603AHurricane Irma5.640.00-0.013.195.474.10
P-606-603Hurricane Irma13.800.00-0.034.396.205.29
P-606-604Hurricane Irma1.430.000.001.922.812.37
P-606-811Hurricane Irma11.20-6.83-0.073.573.843.57
P-607-200Hurricane Irma5.450.000.023.084.944.00
P-607-600Hurricane Irma3.820.000.002.624.333.47
P-609-404Hurricane Irma6.240.000.002.794.663.72
P-803-812Hurricane Irma9.60-1.31-0.073.053.053.05
P-808-813Hurricane Irma3.75-2.360.02-1.861.711.45
47
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Page 109 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
P-811-808Hurricane Irma5.52-2.39-0.042.333.162.72
P-813-803Hurricane Irma2.79-3.010.021.29-3.47-2.23
P-814-TW-WestHurricane Irma5.680.000.002.754.523.63
P-815-812Hurricane Irma1.96-0.06-0.051.553.222.39
P-Citrus OutfallHurricane Irma42.99-4.910.104.284.864.56
W-100-111Hurricane Irma34.010.000.041.461.461.46
W-100-Citrus OutfallHurricane Irma1.280.000.001.131.131.13
W-101-104Hurricane Irma10.870.00-0.031.691.691.69
W-102-102AHurricane Irma0.000.000.000.000.000.00
W-102A-207Hurricane Irma0.000.000.000.000.000.00
W-102B-102Hurricane Irma1.500.000.001.151.151.15
W-102C-102Hurricane Irma65.850.000.021.601.601.60
W-102C-102BHurricane Irma0.000.000.000.000.000.00
W-102D-102Hurricane Irma151.380.000.102.342.342.34
W-102D-102CHurricane Irma66.06-0.880.041.441.441.44
W-103-101Hurricane Irma0.000.000.000.000.000.00
W-103-105Hurricane Irma26.250.000.030.950.950.95
W-103-TW-WestHurricane Irma0.310.000.000.780.780.78
W-104-102Hurricane Irma110.060.00-0.031.401.401.40
W-104-102DHurricane Irma217.570.000.111.721.721.72
W-105-110Hurricane Irma237.480.000.081.731.731.73
W-106-105Hurricane Irma47.620.000.021.371.371.37
W-107-106Hurricane Irma3.510.000.001.051.051.05
W-107-TW-WHurricane1.790.000.000.890.890.89
48
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Page 110 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
estIrma
W-110-Citrus OutfallHurricane Irma273.400.000.102.942.942.94
W-111-104Hurricane Irma3.510.000.001.501.501.50
W-112-PEACEHurricane Irma460.210.00-6.272.192.192.19
W-113-112Hurricane Irma0.000.000.000.000.000.00
W-114-113Hurricane Irma3.100.000.000.980.980.98
W-180-101Hurricane Irma0.000.000.000.000.000.00
W-180-104Hurricane Irma0.000.000.000.000.000.00
W-180-198Hurricane Irma0.030.000.000.000.000.00
W-180-199Hurricane Irma28.740.000.022.072.072.07
W-181-180Hurricane Irma25.380.000.030.990.990.99
W-181-TW-SouthHurricane Irma12.770.000.010.740.740.74
W-198-199Hurricane Irma35.600.00-0.041.561.561.56
W-198-Peace River1Hurricane Irma0.000.000.000.000.000.00
W-200-111Hurricane Irma0.00-35.50-0.030.000.000.00
W-200-201Hurricane Irma9.770.00-0.011.091.091.09
W-200-609Hurricane Irma0.000.000.000.000.000.00
W-201-202Hurricane Irma162.510.00-0.113.003.003.00
W-202-203Hurricane Irma0.000.000.000.000.000.00
W-202-208Hurricane Irma0.000.000.000.000.000.00
W-203-208Hurricane Irma0.000.000.000.000.000.00
W-203-304Hurricane Irma0.000.000.000.000.000.00
W-203-308Hurricane Irma0.000.000.000.000.000.00
W-204-202Hurricane Irma0.000.000.000.000.000.00
49
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Page 111 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-204-209Hurricane Irma0.000.000.000.000.000.00
W-205-112Hurricane Irma0.000.000.000.000.000.00
W-205-204Hurricane Irma1.260.000.001.131.131.13
W-205-209Hurricane Irma0.000.000.000.000.000.00
W-206-112Hurricane Irma0.000.000.000.000.000.00
W-206-113Hurricane Irma0.000.000.000.000.000.00
W-206-205Hurricane Irma0.000.000.000.000.000.00
W-207-113Hurricane Irma0.000.000.000.000.000.00
W-207-206Hurricane Irma0.000.000.000.000.000.00
W-208-PEACEHurricane Irma179.130.000.192.192.192.19
W-209-208Hurricane Irma0.000.000.000.000.000.00
W-300-302Hurricane Irma36.64-16.1214.751.531.531.53
W-302-305Hurricane Irma0.000.000.000.000.000.00
W-303-300Hurricane Irma6.250.000.001.281.281.28
W-303-302Hurricane Irma0.020.000.000.000.000.00
W-304-302Hurricane Irma0.000.000.000.000.000.00
W-304-305Hurricane Irma0.000.000.000.000.000.00
W-304-308Hurricane Irma0.000.000.000.000.000.00
W-305-306Hurricane Irma61.61-0.83-0.261.571.571.57
W-305-PEACEHurricane Irma20.87-22.690.990.860.860.86
W-306-PEACEHurricane Irma68.07-8.030.401.191.191.19
W-308-208Hurricane Irma0.000.000.000.000.000.00
W-308-305Hurricane Irma0.000.000.000.000.000.00
W-400-401Hurricane53.280.000.022.242.242.24
50
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Page 112 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
Irma
W-401-300Hurricane Irma35.98-1.680.631.671.671.67
W-401-302Hurricane Irma38.21-8.238.070.950.950.95
W-401-402Hurricane Irma1.47-5.860.30-0.70-0.70-0.70
W-402-302Hurricane Irma4.23-0.680.351.661.661.66
W-402-305Hurricane Irma0.000.000.000.000.000.00
W-402-407Hurricane Irma0.000.000.000.000.000.00
W-402-408Hurricane Irma0.000.000.000.000.000.00
W-403-406Hurricane Irma0.000.000.000.000.000.00
W-404-400Hurricane Irma26.880.000.011.471.471.47
W-406-402Hurricane Irma6.960.000.001.671.671.67
W-407-305Hurricane Irma1.53-0.020.001.471.471.47
W-407-408Hurricane Irma0.000.000.000.000.000.00
W-408-PEACEHurricane Irma6.85-26.840.54-0.84-0.84-0.84
W-409-PEACEHurricane Irma2.04-0.540.05-0.21-0.21-0.21
W-500-501Hurricane Irma13.870.000.010.740.740.74
W-501-403Hurricane Irma0.000.000.000.000.000.00
W-502-406Hurricane Irma0.000.000.000.000.000.00
W-502-501Hurricane Irma7.060.000.000.820.820.82
W-503-609Hurricane Irma0.000.000.000.000.000.00
W-600-601Hurricane Irma71.210.00-0.031.511.511.51
W-600-609Hurricane Irma0.000.000.000.000.000.00
W-601-503Hurricane Irma0.000.000.000.000.000.00
W-602-600Hurricane Irma9.790.000.010.940.940.94
51
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Page 113 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
W-603-600Hurricane Irma34.510.000.031.131.131.13
W-603-602Hurricane Irma9.920.000.011.531.531.53
W-604-605Hurricane Irma9.590.000.001.031.031.03
W-604-Peace Trib1Hurricane Irma0.000.000.000.000.000.00
W-605-Peace Trib1Hurricane Irma15.600.000.011.141.141.14
W-606-603Hurricane Irma0.000.000.000.000.000.00
W-606-811Hurricane Irma8.970.00-0.010.850.850.85
W-607-603Hurricane Irma21.740.000.011.181.181.18
W-608-606Hurricane Irma16.540.000.011.271.271.27
W-608-819Hurricane Irma0.000.000.000.000.000.00
W-609-601Hurricane Irma23.770.000.011.641.641.64
W-801-803Hurricane Irma10.290.000.011.061.061.06
W-801-TW-N orthHurricane Irma0.610.000.000.610.610.61
W-803-605Hurricane Irma3.100.000.001.191.191.19
W-803-812Hurricane Irma0.000.000.000.000.000.00
W-805-TW-W estHurricane Irma39.960.000.012.762.762.76
W-806-805Hurricane Irma38.440.000.021.441.441.44
W-806-TW-W estHurricane Irma13.690.000.001.581.581.58
W-807-806Hurricane Irma41.91-57.980.04-1.28-1.28-1.28
W-808-813Hurricane Irma3.65-1.100.000.780.780.78
W-808-818Hurricane Irma53.120.000.041.321.321.32
W-809-807Hurricane Irma7.84-3.13-0.011.431.431.43
W-809-TW-W estHurricane Irma0.380.000.000.000.000.00
W-810-808Hurricane1.160.000.001.081.081.08
52
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Page 114 Download HTML
Link Maximum Results
Link NameSim NameMax Flow [cfs]Min Flow [cfs]Min/Max Delta Flow [cfs]Max Us Velocity [fps]Max Ds Velocity [fps]Max Avg Velocity [fps]
Ima
W-810-812Hurricane Ima2.620.000.000.690.690.69
W-811-808Hurricane Ima38.99-3.80-0.111.261.261.26
W-811-818Hurricane Ima3.640.000.001.211.211.21
W-812-807Hurricane Ima25.620.000.011.061.061.06
W-813-803Hurricane Ima0.030.000.000.000.000.00
W-813-812Hurricane Ima0.910.000.000.590.590.59
W-814-809Hurricane Ima4.11-5.290.011.031.031.03
W-815-809Hurricane Ima0.000.000.000.000.000.00
W-816-106Hurricane Ima0.440.000.000.650.650.65
W-816-806Hurricane Ima2.040.000.000.600.600.60
W-817-106Hurricane Ima0.460.000.000.990.990.99
W-817-806Hurricane Ima12.150.000.010.870.870.87
W-818-807Hurricane Ima89.100.000.041.531.531.53
W-819-811Hurricane Ima8.870.000.010.990.990.99
W-819-818Hurricane Ima0.220.000.000.000.000.00
W-Citrus Outfall-104Hurricane Ima291.660.000.132.112.112.11
53
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Appendix B. Page 81 of 443
Page 115 Download HTML
Input Report
Manual Basin: 100
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
4.9915RESIDENTIAL 1 ACA/D78553
8.1391RESIDENTIAL 1 ACA/D78552
1.8322ROW CROPS GOODA/D78553
0.1662ROW CROPS GOODA/D78552
3.1845RESIDENTIAL 1 ACA/D79026
7.8844ROW CROPS GOODA/D79026
5.6907ROW CROPS GOODA/D79027
0.2483RESIDENTIAL 1 ACA/D79027
4.6485ROW CROPS GOODA79026
5.5399ROW CROPS GOODA79027
0.1317RESIDENTIAL 1 ACA79027
Scenario: Existing
Node: 100
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 48.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 42.4569 ac
Scenario: Existing
Node: 101
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 35.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.4076 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
10.1218RESIDENTIAL 1/3 ACA/D78552
0.0085PASTURE GOODA/D78552
0.0678WOODS POORA/D78552
0.1251INDUSTRIALA/D78552
0.0271WOODS POORA/D78553
1.0234INDUSTRIALA/D78553
0.0339WOODS GOODA/D78553
Comment:
Manual Basin: 101
Comment:
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Input Report
2
Manual Basin: 102
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.1420RESI DENTIAL 1 ACA78553
2.9524RESI DENTIAL 1 ACA/D78553
1.8993ROW CROPS GOODA/D78553
20.8484ROW CROPS GOODA78553
0.0438PAVEMENTA78553
0.0666OPEN GOODA78553
0.0034RESI DENTIAL 1/3 ACA78553
0.1609ROW CROPS GOODA79027
Scenario: Existing
Node: 102
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 74.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.1168 ac
Scenario: Existing
Node: 102A
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 20.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1544 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0849PAVEMENTA78553
0.0981OPEN GOODA78553
0.2211RESI DENTIAL 1 ACA78553
0.4955RESI DENTIAL 1 ACA/D78553
0.5086ROW CROPS GOODA/D78553
0.7463ROW CROPS GOODA78553
Comment:
Manual Basin: 102A
Comment:
Manual Basin: 102B
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Appendix B. Page 83 of 443
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.2403PAVEMENTA78553
0.4006OPEN GOODA78553
0.2351RESI DENTIAL 1 ACA78553
3
Scenario: Existing
Node: 102B
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.8760 ac
Scenario: Existing
Node: 102C
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.8315 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0638PAVEMENTA78553
0.1090OPEN GOODA78553
0.6229RESI DENTIAL 1 ACA78553
0.0359RESI DENTIAL 1 ACA/D78553
Comment:
Manual Basin: 102C
Manual Basin: 102D
Scenario: Existing
Node: 102D
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 27.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
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Appendix B. Page 84 of 443
Page 118 Download HTML
Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.1552PAVEMENTA/D78553
0.3788RESI DENTIAL 1 ACA/D78553
0.1260OPEN GOODA/D78553
0.9586RESI DENTIAL 1 ACA78553
0.0613OPEN GOODA78553
0.0327PAVEMENTA78553
4
Peaking Factor: 256.0
Area: 1.7126 ac
Scenario: Existing
Node: 103
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 33.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 92.5218 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
9.5894PASTURE GOODA/D78552
1.0101RESI DENTIAL 1/8 ACA/D78552
56.2596RESI DENTIAL 1 ACA/D78552
11.9343RESI DENTIAL 1/3 ACA/D78552
0.5619PASTURE GOODB/D78552
4.0181RESI DENTIAL 1 ACB/D78552
1.4210OPEN GOODA/D78552
7.3775OPEN GOODB/D78552
0.2597WOODS POORB/D78552
0.0903WOODS POORA/D78552
Comment:
Manual Basin: 103
Manual Basin: 104
Scenario: Existing
Node: 104
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 49.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
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Appendix B. Page 85 of 443
Page 119 Download HTML
Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
36.4375WOODS GOODA/D78553
1.7010INDUSTRIALA/D78553
0.0606WOODS POORA/D78553
1.4881PASTURE GOODA/D78553
13.6918RESIDENTIAL 1 ACA/D78553
1.8271WATERA/D78553
0.0405PAVEMENTA/D78553
0.0066OPEN GOODA/D78553
2.9938RESIDENTIAL 1 ACA78553
0.0298ROW CROPS GOODA78553
0.3263WOODS GOODA78553
0.0503RESIDENTIAL 1/3 ACA/D78553
11.8177RESIDENTIAL 1/3 ACA78553
5
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 70.4711 ac
Scenario: Existing
Node: 105
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 58.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 162.7132 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
14.7807RESIDENTIAL 1/3 ACA/D78552
71.5638RESIDENTIAL 1 ACA/D78552
12.8572WATERA/D78552
15.8609OPEN GOODA/D78552
0.3323WOODS GOODA/D78552
20.6399PASTURE GOODA/D78552
2.3603WOODS POORA/D78552
10.7170RESIDENTIAL 1/3 ACA/D79026
13.4913RESIDENTIAL 1 ACA/D79026
0.1098ROW CROPS GOODA/D79026
Comment:
Manual Basin: 105
Comment:
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Appendix B. Page 86 of 443
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Input Report
6
Manual Basin: 106
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
14.0004RESI DENTIAL 1 ACA/D78552
3.9279WOODS POORA/D78552
6.1536OPEN GOODA/D78552
0.6653WATERA/D78552
0.0617RESI DENTAL 1/3 ACA/D78552
33.1244RESI DENTAL 1 ACA/D79026
2.8561RESI DENTAL 1/3 ACA/D79026
0.7154WATERA/D79026
Scenario: Existing
Node: 106
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 120.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 61.5048 ac
Scenario: Existing
Node: 107
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 34.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 5.0663 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
5.0663RESIDENTIAL 1 ACA/D78552
Comment:
Manual Basin: 107
Comment:
Manual Basin: 110
Scenario: Existing
Node: 110
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 102.1000 min
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Appendix B. Page 87 of 443
Page 121 Download HTML
Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
13.7059RESI DENTIAL 1/3 ACA/D78552
3.1910RESI DENTIAL 1 ACA/D78552
15.5145WOODS GOODA/D78552
16.2111PASTURE GOODA/D78552
7
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Scenario: Existing
Node: 111
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 23.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 5.1513 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.0200WOODS GOODA/D78553
0.0003RESI DENTIAL 1/3 ACA/D78553
0.0192RESI DENTIAL 1/3 ACA78553
0.0070WOODS GOODA78553
0.0174PASTURE GOODA/D78553
4.0803RESI DENTIAL 1 ACA/D78553
0.0070RESI DENTIAL 1 ACA78553
Comment:
Manual Basin: 111
Comment:
Manual Basin: 112
Scenario: Existing
Node: 112
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Time of Concentration: 38.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
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Curve Number
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8
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0886ROW CROPS GOODA78553
0.0049PASTURE GOODA78553
4.2677RESI DENTIAL 1 ACA78553
0.7065OPEN GOODA78553
0.2277PAVEMENTA78553
Area: 5.2955 ac
Scenario: Existing
Node: 113
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 37.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 7.2615 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0065PASTURE GOODA78553
6.6389OPEN GOODA78553
0.3495WOODS GOODA78553
0.2666PAVEMENTA78553
Scenario: Existing
Node: 114
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 49.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 7.7717 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
4.9065WOODS GOODA78553
0.0587PASTURE GOODA78553
1.7363WOODS GOODA/D78553
0.7227OPEN GOODA78553
Comment:
Manual Basin: 113
Comment:
Manual Basin: 114
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Input Report
9
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0796PAVEMENTA/D78553
0.2680PAVEMENTA78553
Scenario: Existing
Node: 180
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 101.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 33.4966 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
3.9488PASTURE GOODA/D78552
0.1840RESI DENTIAL 1/3 ACA/D78552
3.5203WOODS POORA/D78552
15.0638WOODS POORA/D78553
10.6065WOODS GOODA/D78553
0.1026PASTURE GOODA/D78553
0.0374PASTURE GOODA78553
0.0331INDUSTRIALA/D78553
Scenario: Existing
Node: 181
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 172.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 66.0599 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
13.2017WOODS POORA/D78552
12.5070PASTURE GOODA/D78552
24.3949WOODS POORA/D78553
0.0145PASTURE GOODA/D78553
Comment:
Manual Basin: 180
Comment:
Manual Basin: 181
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Input Report
10
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
10.4479OPEN GOODA/D78552
1.6349OPEN GOODA/D78553
3.8590WOODS GOODA/D78553
Scenario: Existing
Node: 198
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 185.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 83.4914 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
5.7861WOODS POORA/D78553
0.6723ROW CROPS GOODA/D78553
21.3673PASTURE GOODA/D78553
17.6473PASTURE GOODA78553
26.8639ROW CROPS GOODA78553
7.2411WOODS GOODA78553
2.8281WOODS GOODA/D78553
1.0852WOODS POORA78553
0.0001OPEN GOODA/D78553
Scenario: Existing
Node: 199
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 18.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.3710 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.4524WOODS POORA/D78553
1.7770PASTURE GOODA/D78553
Comment:
Manual Basin: 198
Comment:
Manual Basin: 199
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Input Report
11
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0710OPEN GOODA/D78553
0.0068WOODS GOODA/D78553
0.0638PAVEMENTA/D78553
Scenario: Existing
Node: 200
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 23.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 89.1674 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
8.3658RESIDENTIAL 1/3 ACA78553
0.0001WOODS GOODA78553
0.0105RESIDENTIAL 1 ACA78553
3.4608RESIDENTIAL 1 ACA/D78553
0.7484RESIDENTIAL 1/3 ACA/D78553
0.0069ROW CROPS GOODA78553
20.8607RESIDENTIAL 1 ACA/D79027
19.1399RESIDENTIAL 1/3 ACA/D79027
11.6275RESIDENTIAL 1/3 ACA79027
0.0165ROW CROPS GOODA79027
5.0407WATERA/D79027
3.6262RESIDENTIAL 1 ACA79027
0.4303OPEN GOODA/D79027
2.9676WOODS GOODA/D79027
12.8653PASTURE GOODA/D79027
Comment:
Manual Basin: 200
Manual Basin: 201
Scenario: Existing
Node: 201
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 77.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
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Appendix B. Page 92 of 443
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
5.4057ROW CROPS GOODA78553
33.4717ROW CROPS GOODA79027
0.2217WOODS GOODA79027
12.2155WOODS GOODA/D79027
0.8601ROW CROPS GOODA/D79027
1.9332RESI DENTIAL 1 ACA79027
15.1235RESI DENTIAL 1 ACA/D79027
0.0060RESI DENTIAL 1/3 ACA79027
29.1722PASTURE GOODA/D79027
0.1742PASTURE GOODA79027
0.2478RESI DENTIAL 1/3 ACA/D79027
0.1748WATERA/D79027
8.8948ROW CROPS STRAIGHT GOODA/D79027
12
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 107.9014 ac
Scenario: Existing
Node: 202
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 32.2000 min
Max Allowable Q: 999.00 cts
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 21.1656 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.8790RESIDENTIAL 1 ACA/D78553
8.5757ROW CROPS GOODA78553
0.0169RESIDENTIAL 1 ACA78553
0.2752PAVEMENTA/D78553
1.7258ROW CROPS GOODA/D78553
0.3553OPEN GOODA/D78553
0.0360OPEN GOODA78553
0.0598WOODS GOODA78553
3.1080WOODS GOODA/D78553
0.0176PAVEMENTB/D78553
0.0289OPEN GOODB/D78553
0.5177RESIDENTIAL 1 ACB/D78553
0.7857ROW CROPS GOODA79027
0.1241WOODS GOODA79027
Comment:
Manual Basin: 202
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Input Report
13
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.6508WOODS GOODA/D79027
0.1117RESI DENTIAL 1 ACA/D79027
0.2922RESI DENTIAL 1 ACB/D79027
1.6030RESI DENTIAL 1 ACA79027
0.0020ROW CROPS GOODA/D79027
Scenario: Existing
Node: 203
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 12.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.2587 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0899PAVEMENTB/D78553
0.1520OPEN GOODB/D78553
0.4668RESI DENTIAL 1 ACB/D78553
0.3832RESI DENTIAL 1 ACB/D79027
0.1668RESI DENTIAL 1 ACA79027
Scenario: Existing
Node: 204
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7578 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0715PAVEMENTA78553
0.0463OPEN GOODA78553
0.0275RESI DENTIAL 1 ACA78553
0.2860RESI DENTIAL 1 ACA/D78553
Comment:
Manual Basin: 203
Comment:
Manual Basin: 204
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Appendix B. Page 94 of 443
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Input Report
14
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.1729OPEN GOODA/D78553
0.1172PAVEMENTA/D78553
0.0020ROW CROPS GOODA/D78553
0.0343ROW CROPS GOODA78553
Scenario: Existing
Node: 205
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.6373 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.2392PAVEMENTA78553
0.2399OPEN GOODA78553
0.5716RESI DENTIAL 1 ACA78553
0.5865RESI DENTIAL 1 ACA/D78553
Scenario: Existing
Node: 206
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 17.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.2984 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0800PAVEMENTA78553
0.0752OPEN GOODA78553
0.2585RESI DENTIAL 1 ACA78553
0.8846RESI DENTIAL 1 ACA/D78553
Comment:
Manual Basin: 205
Comment:
Manual Basin: 206
Comment:
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Input Report
15
Manual Basin: 207
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0863PAVEMENTA78553
0.0958OPEN GOODA78553
0.2620RESI DENTIAL 1 ACA78553
0.6867RESI DENTIAL 1 ACA/D78553
0.1861ROW CROPS GOODA/D78553
0.1431ROW CROPS GOODA78553
Scenario: Existing
Node: 207
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 22.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.4600 ac
Scenario: Existing
Node: 208
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.8243 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.0877WOODS GOODA/D78553
0.4344OPEN GOODA/D78553
0.1696PAVEMENTA/D78553
0.0524WOODS GOODB/D78553
0.0502OPEN GOODB/D78553
0.0300PAVEMENTB/D78553
Comment:
Manual Basin: 208
Comment:
Manual Basin: 209
Scenario: Existing Node: 209
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Appendix B. Page 96 of 443
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.4035RESI DENTIAL 1 ACA78553
0.1326PAVEMENTA78553
0.1162RESI DENTIAL 1 ACA/D78553
0.1182PAVEMENTA/D78553
0.1099WOODS GOODA/D78553
0.1087OPEN GOODA/D78553
16
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 19.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.9891 ac
Scenario: Existing
Node: 300
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 58.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 24.7060 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
7.2256WOODS GOODA/D79028
0.0366ROW CROPS GOODA/D79028
1.5161WOODS GOODB/D79028
0.0693OPEN GOODB/D79028
0.9271ROW CROPS GOODA/D79027
2.0371WOODS GOODA/D79027
6.2842ROW CROPS GOODA79027
6.4888WOODS GOODC/D79028
0.1212WOODS GOODA79027
Comment:
Manual Basin: 300
Comment:
Manual Basin: 302
Scenario: Existing Node: 302
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.1056PAVEMENTA79027
0.1804OPEN GOODA79027
0.0413ROW CROPS GOODA79027
0.0486PAVEMENTA/D79027
0.0924OPEN GOODA/D79027
0.0179ROW CROPS GOODA/D79027
0.0563PAVEMENTA/D79028
0.1087OPEN GOODA/D79028
0.0330ROW CROPS GOODA/D79028
0.4564PAVEMENTB/D79028
0.8812OPEN GOODB/D79028
0.0047WOODS GOODA/D79028
0.1260WOODS GOODB/D79028
17
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1525 ac
Scenario: Existing
Node: 303
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 34.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.8840 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
5.1375ROW CROPS GOODA79027
1.6249ROW CROPS GOODA/D79027
0.1216ROW CROPS GOODA/D79028
Comment:
Manual Basin: 303
Comment:
Manual Basin: 304
Scenario: Existing
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Appendix B. Page 98 of 443
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0617PAVEMENTB/D78553
0.0417OPEN GOODB/D78553
0.0157RESI DENTIAL 1 ACB/D78553
0.0003ROW CROPS GOODB/D78553
0.2982RESI DENTIAL 1 ACB/D79027
0.8037ROW CROPS GOODB/D79027
0.2023OPEN GOODB/D79027
0.1304PAVEMENTB/D79027
0.5474RESI DENTIAL 1 ACA79027
0.0716PAVEMENTA79027
0.1384OPEN GOODA79027
7.6085ROW CROPS GOODA79027
18
Node: 304
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 9.9201 ac
Scenario: Existing
Node: 305
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.7164 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0117WOODS GOODB/D79027
0.0502WOODS GOODA79027
0.2680OPEN GOODA79027
0.1810PAVEMENTA79027
0.0306OPEN GOODB/D79027
0.1182OPEN GOODA/D79027
0.0662PAVEMENTA/D79027
0.1044OPEN GOODA/D79028
0.0658PAVEMENTA/D79028
1.0382OPEN GOODB/D79028
Comment:
Manual Basin: 305
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Input Report
19
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.7745WOODS GOODB/D79028
0.5901PAVEMENTB/D79028
0.4174WATERB/D79028
Scenario: Existing
Node: 306
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 55.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 8.2095 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.0324WOODS GOODB/D79027
4.0480WOODS GOODB/D79028
0.1239WOODS GOODA79027
2.6024WATERB/D79028
0.0002OPEN GOODA79027
0.0014OPEN GOODB/D79027
0.1643WOODS GOODA/D79027
0.2215WOODS GOODA/D79028
0.0042OPEN GOODA/D79027
0.0069OPEN GOODA/D79028
0.0043OPEN GOODB/D79028
Comment:
Manual Basin: 306
Comment:
Manual Basin: 308
Scenario: Existing
Node: 308
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7891 ac
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Appendix B. Page 100 of 443
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Input Report
20
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.2695OPEN GOODB/D78553
0.0353WOODS GOODB/D78553
0.1221PAVEMENTB/D78553
0.0876PAVEMENTB/D79027
0.1925OPEN GOODB/D79027
0.0484WOODS GOODB/D79027
0.0018WOODS GOODA79027
0.0197OPEN GOODA79027
0.0123PAVEMENTA79027
Scenario: Existing
Node: 400
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 78.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 40.8753 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
16.1821ROW CROPS GOODA79027
2.2795PASTURE GOODA79027
5.1041PASTURE GOODA/D79027
2.0233ROW CROPS GOODA/D79027
2.9043WOODS GOODA79027
12.3711WOODS GOODA/D79027
0.0109WATERA/D79027
Comment:
Manual Basin: 400
Comment:
Manual Basin: 401
Scenario: Existing
Node: 401
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Time of Concentration: 53.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
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Curve Number
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Appendix B. Page 101 of 443
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Input Report
21
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.4309WOODS GOODB/D79028
6.0758WOODS GOODC/D79028
0.0501OPEN GOODB/D79028
1.9446ROW CROPS GOODA79027
0.6221ROW CROPS GOODA/D79027
2.5272WOODS GOODA/D79027
4.2020WOODS GOODA/D79028
0.0016WOODS GOODA79027
Area: 16.8543 ac
Scenario: Existing
Node: 402
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.6315 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.5301PAVEMENTB/D79028
1.3225OPEN GOODB/D79028
0.1722WOODS GOODB/D79028
0.0734WOODS GOODA/D79028
0.3767OPEN GOODA/D79028
0.1566PAVEMENTA/D79028
Comment:
Manual Basin: 402
Comment:
Manual Basin: 403
Scenario: Existing
Node: 403
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.3778 ac
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Input Report
22
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.2205WOODS GOODA79027
0.0013OPEN GOODA79027
0.1268PAVEMENTA79027
0.6739WOODS GOODA/D79027
0.3553PAVEMENTA/D79027
Scenario: Existing
Node: 404
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 115.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 35.4003 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.6763ROW CROPS STRAIGHT GOODA/D79027
2.2456PASTURE GOODA/D79027
10.9213PASTURE GOODA79027
0.1356WOODS GOODA79027
0.0731WOODS GOODA/D79027
0.1534WATERA/D79027
14.0256ROW CROPS GOODA/D79027
5.2901RESI DENTIAL 1 ACA/D79027
1.7739ROW CROPS GOODA79027
0.1053RESI DENTIAL 1 ACA79027
Comment:
Manual Basin: 404
Comment:
Manual Basin: 406
Scenario: Existing
Node: 406
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Time of Concentration: 86.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
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Curve Number
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Appendix B. Page 103 of 443
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Input Report
23
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.5608WOODS GOODA/D79028
0.0717OPEN GOODA/D79028
4.5267WOODS GOODA79027
0.0351PAVEMENTA/D79028
1.6931ROW CROPS GOODA79027
3.9096WOODS GOODA/D79027
0.1011ROW CROPS GOODA/D79027
0.1671PAVEMENTB/D79028
0.0720OPEN GOODB/D79028
0.2093WOODS GOODB/D79028
0.3507WOODS GOODB/D79027
0.0205ROW CROPS GOODB/D79027
0.0514OPEN GOODB/D79027
0.0714PAVEMENTB/D79027
0.2313OPEN GOODA79027
0.1668PAVEMENTA79027
Area: 12.2385 ac
Scenario: Existing
Node: 407
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7143 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.6627PAVEMENTB/D79028
0.0166WOODS GOODB/D79028
0.0160COMMERCIALB/D79028
0.0191OPEN GOODB/D79028
Comment:
Manual Basin: 407
Comment:
Manual Basin: 408
Scenario: Existing
Node: 408
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
15.7586OPEN GOODB/D79028
1.6889PAVEMENTB/D79028
0.0908RESI DENTI AL 1/3 ACB/D79028
0.0807PAVEMENTA/D79028
24
Time of Concentration: 43.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 17.6190 ac
Scenario: Existing
Node: 409
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.4339 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.2788COMMERCIALB/D79028
0.1551OPEN GOODB/D79028
Scenario: Existing
Node: 500
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 87.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.2619 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
2.5202ROW CROPS GOODA/D79027
6.9862PASTURE GOODA79027
Comment:
Manual Basin: 409
Manual Basin: 500
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25
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
10.2337ROW CROPS GOODA79027
0.0392WATERA79027
7.2220RESIDENTIAL 1 ACA79027
0.2604PASTURE GOODA/D79027
Scenario: Existing
Node:
501
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 42.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.2499 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0088WOODS GOODA/D79027
0.5198RESI DENTIAL 1 ACA/D79027
0.8913PAVEMENTA/D79027
0.5570RESI DENTIAL 1 ACA79027
0.5797ROW CROPS GOODA/D79027
0.1263PASTURE GOODA79027
0.1331PASTURE GOODA/D79027
0.4339PAVEMENTA79027
Scenario: Existing
Node: 502
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 45.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 10.5888 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0376PASTURE GOODA79027
7.0873RESIDENTIAL 1 ACA79027
Comment:
Manual Basin: 501
Comment:
Manual Basin: 502
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26
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0245WOODS GOODA79027
0.0513WOODS GOODA/D79027
3.3881RESIDENTIAL 1 ACA/D79027
Scenario: Existing
Node: 503
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 30.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.2927 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
3.1669PASTURE GOODA/D79027
0.0283ROW CROPS GOODA/D79027
2.8301RESIDENTIAL 1 ACA/D79027
0.2674PAVEMENTA/D79027
Scenario: Existing
Node: 600
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 95.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 20.8685 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
6.8970RESI DENTIAL 1 ACA/D79027
0.0791RESI DENTIAL 1/3 ACA/D79027
10.9745WOODS GOODA/D79027
0.2930WOODS GOODD79027
2.2923WATERD79027
0.3327WATERA/D79027
Comment:
Manual Basin: 503
Comment:
Manual Basin: 600
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27
Comment:
Manual Basin: 601
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
12.8251WOODS GOODA/D79027
1.0463PASTURE GOODA/D79027
0.2972RESI DENTIAL 1 ACA/D79027
0.6026PAVEMENTA/D79027
Scenario: Existing
Node: 601
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 14.7712 ac
Scenario: Existing
Node: 602
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.6790 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0243WOODS GOODA/D79027
0.5744RESI DENTIAL 1 ACA/D79027
0.0803PAVEMENTA/D79027
Comment:
Manual Basin: 602
Comment:
Manual Basin: 603
Scenario: Existing
Node: 603
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
2.2482PASTURE GOODA/D79027
0.0741WOODS GOODA/D79027
15.1304RESI DENTIAL 1 ACA/D79026
0.0142PASTURE GOODA/D79026
12.4731RESI DENTIAL 1 ACA/D79027
0.4587OPEN GOODA/D79027
0.0536OPEN GOODA/D79026
0.1325PAVEMENTA/D79027
0.2328PAVEMENTA/D79026
28
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 83.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 30.8176 ac
Scenario: Existing
Node: 604
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 99.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.6144 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.3938PAVEMENTA/D79026
11.2206PASTURE GOODA/D79026
Comment:
Manual Basin: 604
Comment:
Manual Basin: 605
Scenario: Existing
Node: 605
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 48.8000 min
Max Allowable Q: 999.00 cfs
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.2138PAVEMENTA/D79026
3.1679PASTURE GOODA/D79026
29
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Scenario: Existing
Node: 606
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 72.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 25.2256 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
24.6238RESIDENTIAL 1 ACA/D79026
0.3259WATERA/D79026
0.0003COMMERCIALA/D79026
0.2756PAVEMENTA/D79026
Scenario: Existing
Node: 607
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 153.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 46.4169 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.1765RESIDENTIAL 1 ACA79027
1.8947ROW CROPS GOODA79027
2.1655ROW CROPS GOODA/D79027
1.0541ROW CROPS GOODA/D79026
Comment:
Manual Basin: 606
Comment:
Manual Basin: 607
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30
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
24.1038RESIDENTIAL 1 ACA/D79026
9.1908RESIDENTIAL 1 ACA/D79027
0.7489PASTURE GOODA/D79026
7.0772PASTURE GOODA/D79027
0.0055WOODS GOODA/D79027
Scenario: Existing
Node: 608
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 69.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 18.2110 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
18.1865RESIDENTIAL 1 ACA/D79026
0.0244RESIDENTIAL 1/3 ACA/D79026
Scenario: Existing
Node: 609
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 85.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 39.2850 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
14.6519RESIDENTIAL 1/3 ACA/D79027
1.4334RESIDENTIAL 1 ACA/D79027
15.9104PASTURE GOODA/D79027
5.7959WOODS GOODA/D79027
1.4935WATERA/D79027
Comment:
Manual Basin: 608
Comment:
Manual Basin: 609
Comment:
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31
Manual Basin: 801
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
15.7391PASTURE GOODA/D79026
Scenario: Existing
Node: 801
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 84.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 15.7391 ac
Scenario: Existing
Node: 803
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 17.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.0874 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.5542PASTURE GOODA/D79026
0.5332PAVEMENTA/D79026
Comment:
Manual Basin: 803
Manual Basin: 805
Scenario: Existing
Node: 805
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Time of Concentration: 105.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 40.5386 ac
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aph
Curve Number
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32
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
6.1122PASTURE GOODA/D78552
4.1165PASTURE GOODA/D78551
9.7656OPEN GOODA/D78551
2.7949OPEN GOODA/D78552
5.8820RESI DENTIAL 1 ACA/D78551
4.1817RESI DENTIAL 1 ACA/D78552
4.6208RESI DENTIAL 1 ACA/D79025
0.3734OPEN GOODA/D79025
0.0121OPEN GOODA/D79026
2.6792RESI DENTIAL 1 ACA/D79026
Scenario: Existing
Node: 806
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 108.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 87.5453 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
8.0465PASTURE GOODA/D78552
9.0763OPEN GOODA/D78552
16.8225RESI DENTIAL 1 ACA/D78552
0.7393WATERA/D78552
18.3255RESI DENTIAL 1 ACA/D79026
14.1752PASTURE GOODA/D79026
15.9796OPEN GOODA/D79026
0.6746WATERA/D79026
2.9066RESI DENTIAL 1 ACA79026
0.7952PASTURE GOODA79026
0.0040OPEN GOODA79026
Comment:
Manual Basin: 806
Comment:
Manual Basin: 807
Scenario: Existing
Node: 807
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
50.1184RESI DENTIAL 1 ACA/D79026
4.4331PASTURE GOODA/D79026
8.7376RESI DENTIAL 1 ACA/D79025
62.3288OPEN GOODA/D79026
1.4118WATERA/D79026
0.2766PASTURE GOODA79026
1.4356OPEN GOODA79026
4.0177RESI DENTIAL 1 ACA79026
0.2086WATERA79026
33
Time of Concentration: 139.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 132.9681 ac
Scenario: Existing
Node: 808
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 61.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 18.6322 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
15.4177RESIDENTIAL 1 ACA/D79026
0.6618WATERA/D79026
2.4066OPEN GOODA/D79026
0.1461PAVEMENTA/D79026
Comment:
Manual Basin: 808
Comment:
Manual Basin: 809
Scenario: Existing
Node: 809
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 56.4000 min
Max Allowable Q: 999.00 cfs
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
18.6282RESIDENTIAL 1 ACA/D79026
8.6278RESIDENTIAL 1 ACA/D79025
12.0921OPEN GOODA/D79026
0.3887OPEN GOODA/D79025
3.5221COMMERCIALA/D79025
0.9148COMMERCIALA/D79026
0.0002PAVEMENTA/D79025
34
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Scenario: Existing
Node: 810
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 51.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.8651 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
3.8651RESIDENTIAL 1 ACA/D79026
Scenario: Existing
Node: 811
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 33.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.5867 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
12.4620RESIDENTIAL 1 ACA/D79026
2.9604WATERA/D79026
Comment:
Manual Basin: 810
Comment:
Manual Basin: 811
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35
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
11.8070COMMERCIALA/D79026
0.3573PAVEMENTA/D79026
Scenario: Existing
Node: 812
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 117.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 17.3854 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
10.9460RESIDENTIAL 1 ACA/D79026
6.1057OPEN GOODA/D79026
0.3337PAVEMENTA/D79026
Scenario: Existing
Node: 813
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 32.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.5534 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
5.9115RESIDENTIAL 1 ACA/D79026
0.5652OPEN GOODA/D79026
0.0767PAVEMENTA/D79026
Comment:
Manual Basin: 812
Comment:
Manual Basin: 813
Comment:
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36
Manual Basin: 814
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.7493RESIDENTIAL 1 ACA/D79026
0.4343PAVEMENTA/D79026
0.1404OPEN GOODA/D79026
1.9773COMMERCIALA/D79025
0.4471COMMERCIALA/D79026
0.1397PAVEMENTA/D79025
Scenario: Existing
Node: 814
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 28.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 4.8881 ac
Scenario: Existing
Node: 815
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 22.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1201 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
2.0131RESIDENTIAL 1 ACA/D79026
0.1070PAVEMENTA/D79026
Comment:
Manual Basin: 815
Comment:
Manual Basin: 816
Scenario: Existing
Node: 816
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 21.3000 min
Max Allowable Q: 999.00 cfs
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.4440RESIDENTIAL 1 ACA/D78552
1.7403RESIDENTIAL 1 ACA/D79026
37
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Scenario: Existing
Node: 817
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 88.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 15.5886 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
14.1469RESIDENTIAL 1 ACA/D79026
1.4418OPEN GOODA/D79026
Scenario: Existing
Node: 818
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 128.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 46.2434 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
41.5833RESI DENTIAL 1 ACA/D79026
3.4212OPEN GOODA/D79026
0.7319RESI DENTIAL 1 ACA79026
0.5070WATERA/D79026
Comment:
Manual Basin: 817
Comment:
Manual Basin: 818
Comment:
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38
Manual Basin: 819
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
11.4692RESIDENTIAL 1 ACA/D79026
0.1798WATERA/D79026
Scenario: Existing
Node: 819
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 96.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.6490 ac
Comment:
Manual Basin: Citrus Dev Area_MB
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
27.6000Citrus Dev AreaCitrus Dev Area78553
Scenario: Existing
Node: Citrus Swale US
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 20.1000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.6000 ac
Comment:
Manual Basin: Citrus Pond1 MB
Scenario: Existing
Node: Citrus Pond 1
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 15.0000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.1500 ac
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39
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
6.1500Citrus Pond1Citrus Pond178553
Scenario: Existing
Node: Citrus Pond 2
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 15.0000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.6600 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
3.6600Citrus Pond2Citrus Pond278553
Comment: From SWFWMD ERP Permit 11050.010
Manual Basin: Citrus Pond2 MB
Comment: From SWFWMD ERP Permit 11050.010
Manual Basin: Citrus Undev Area_MB
Scenario: Existing
Node: Citrus Swale DS
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 126.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 37.7400 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
18.8700Citrus UndevCitrus Undev78552
18.8700Citrus UndevCitrus Undev78553
Comment:
Manual Basin: 100
Scenario: PD&E
Node: 100
Hydrograph Method: NRCS Unit Hydrograph
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
4.9915RESI DENTIAL 1 ACA/D78553
8.1391RESI DENTIAL 1 ACA/D78552
1.8322ROW CROPS GOODA/D78553
0.1662ROW CROPS GOODA/D78552
3.1845RESI DENTIAL 1 ACA/D79026
7.8844ROW CROPS GOODA/D79026
5.6907ROW CROPS GOODA/D79027
0.2483RESI DENTIAL 1 ACA/D79027
4.6485ROW CROPS GOODA79026
5.5399ROW CROPS GOODA79027
0.1317RESI DENTIAL 1 ACA79027
40
Infiltration Method: Curve Number
Time of Concentration: 48.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 42.4569 ac
Scenario: PD&E
Node: 101
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 35.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.4076 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
10.1218RESIDENTIAL 1/3 ACA/D78552
0.0085PASTURE GOODA/D78552
0.0678WOODS POORA/D78552
0.1251INDUSTRIALA/D78552
0.0271WOODS POORA/D78553
1.0234INDUSTRIALA/D78553
0.0339WOODS GOODA/D78553
Comment:
Manual Basin: 101
Comment:
Manual Basin: 102
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.1420RESI DENTIAL 1 ACA78553
2.9524RESI DENTIAL 1 ACA/D78553
1.8993ROW CROPS GOODA/D78553
20.8484ROW CROPS GOODA78553
0.0438PAVEMENTA78553
0.0666OPEN GOODA78553
0.0034RESI DENTIAL 1/3 ACA78553
0.1609ROW CROPS GOODA79027
41
Scenario: PD&E
Node: 102
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 74.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.1168 ac
Scenario: PD&E
Node: 102A
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 20.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1544 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0849PAVEMENTA78553
0.0981OPEN GOODA78553
0.2211RESI DENTIAL 1 ACA78553
0.4955RESI DENTIAL 1 ACA/D78553
0.5086ROW CROPS GOODA/D78553
0.7463ROW CROPS GOODA78553
Comment:
Manual Basin: 102A
Comment:
Manual Basin: 102B
Scenario: PD&E
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.2403PAVEMENTA78553
0.4006OPEN GOODA78553
0.2351RESI DENTIAL 1 ACA78553
42
Node: 102B
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.8760 ac
Scenario: PD&E
Node: 102C
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.8315 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0638PAVEMENTA78553
0.1090OPEN GOODA78553
0.6229RESI DENTIAL 1 ACA78553
0.0359RESI DENTIAL 1 ACA/D78553
Comment:
Manual Basin: 102C
Manual Basin: 102D
Scenario: PD&E
Node: 102D
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 27.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
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43
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.1552PAVEMENTA/D78553
0.3788RESI DENTIAL 1 ACA/D78553
0.1260OPEN GOODA/D78553
0.9586RESI DENTIAL 1 ACA78553
0.0613OPEN GOODA78553
0.0327PAVEMENTA78553
Area: 1.7126 ac
Scenario: PD&E
Node: 103
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 33.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 92.5218 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
9.5894PASTURE GOODA/D78552
1.0101RESI DENTIAL 1/8 ACA/D78552
56.2596RESI DENTIAL 1 ACA/D78552
11.9343RESI DENTIAL 1/3 ACA/D78552
0.5619PASTURE GOODB/D78552
4.0181RESI DENTIAL 1 ACB/D78552
1.4210OPEN GOODA/D78552
7.3775OPEN GOODB/D78552
0.2597WOODS POORB/D78552
0.0903WOODS POORA/D78552
Comment:
Manual Basin: 103
Manual Basin: 104
Scenario: PD&E
Node: 104
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 49.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
36.4375WOODS GOODA/D78553
1.7010INDUSTRIALA/D78553
0.0606WOODS POORA/D78553
1.4881PASTURE GOODA/D78553
13.6918RESI DENTIAL 1 ACA/D78553
1.8271WATERA/D78553
0.0405PAVEMENTA/D78553
0.0066OPEN GOODA/D78553
2.9938RESI DENTIAL 1 ACA78553
0.0298ROW CROPS GOODA78553
0.3263WOODS GOODA78553
0.0503RESI DENTIAL 1/3 ACA/D78553
11.8177RESI DENTIAL 1/3 ACA78553
44
Peaking Factor: 256.0
Area: 70.4711 ac
Scenario: PD&E
Node: 105
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 58.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 162.7132 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
14.7807RESIDENTIAL 1/3 ACA/D78552
71.5638RESIDENTIAL 1 ACA/D78552
12.8572WATERA/D78552
15.8609OPEN GOODA/D78552
0.3323WOODS GOODA/D78552
20.6399PASTURE GOODA/D78552
2.3603WOODS POORA/D78552
10.7170RESIDENTIAL 1/3 ACA/D79026
13.4913RESIDENTIAL 1 ACA/D79026
0.1098ROW CROPS GOODA/D79026
Comment:
<div style="text-align: center;"><img src="imgs/img_in_image_box_1768_23_1942_71.jpg" alt="Image" width="8%" /></div>
Manual Basin: 105
Manual Basin: 106
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
14.0004RESI DENTIAL 1 ACA/D78552
3.9279WOODS POORA/D78552
6.1536OPEN GOODA/D78552
0.6653WATERA/D78552
0.0617RESI DENTAL 1/3 ACA/D78552
33.1244RESI DENTIAL 1 ACA/D79026
2.8561RESI DENTAL 1/3 ACA/D79026
0.7154WATERA/D79026
45
Scenario: PD&E
Node: 106
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 120.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 61.5048 ac
Scenario: PD&E
Node: 107
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 34.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 5.0663 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
5.0663RESIDENTIAL 1 ACA/D78552
Comment:
Manual Basin: 107
Comment:
Manual Basin: 110
Scenario: PD&E
Node: 110
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 102.1000 min
Max Allowable Q: 999.00 cfs
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
13.7059RESI DENTIAL 1/3 ACA/D78552
3.1910RESI DENTIAL 1 ACA/D78552
15.5145WOODS GOODA/D78552
16.2111PASTURE GOODA/D78552
46
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 48.6226 ac
Scenario: PD&E
Node: 111
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 23.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 5.1513 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.0200WOODS GOODA/D78553
0.0003RESI DENTIAL 1/3 ACA/D78553
0.0192RESI DENTIAL 1/3 ACA78553
0.0070WOODS GOODA78553
0.0174PASTURE GOODA/D78553
4.0803RESI DENTIAL 1 ACA/D78553
0.0070RESI DENTIAL 1 ACA78553
Comment:
Manual Basin: 111
Comment:
Manual Basin: 112
Scenario: PD&E
Node: 112
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 38.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 5.2955 ac
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47
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0886ROW CROPS GOODA78553
0.0049PASTURE GOODA78553
4.2677RESIDENTIAL 1 ACA78553
0.7065OPEN GOODA78553
0.2277PAVEMENTA78553
Scenario: PD&E
Node: 113
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 37.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 7.2615 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0065PASTURE GOODA78553
6.6389OPEN GOODA78553
0.3495WOODS GOODA78553
0.2666PAVEMENTA78553
Scenario: PD&E
Node: 114
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 49.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 7.7717 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
4.9065WOODS GOODA78553
0.0587PASTURE GOODA78553
1.7363WOODS GOODA/D78553
0.7227OPEN GOODA78553
0.0796PAVEMENTA/D78553
Comment:
Manual Basin: 113
Comment:
Manual Basin: 114
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48
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.2680PAVEMENTA78553
Comment:
Scenario: PD&E
Node: 180
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 101.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 33.4966 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
3.9488PASTURE GOODA/D78552
0.1840RESI DENTIAL 1/3 ACA/D78552
3.5203WOODS POORA/D78552
15.0638WOODS POORA/D78553
10.6065WOODS GOODA/D78553
0.1026PASTURE GOODA/D78553
0.0374PASTURE GOODA78553
0.0331INDUSTRIALA/D78553
Scenario: PD&E
Node: 181
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 172.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 66.0599 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
13.2017WOODS POORA/D78552
12.5070PASTURE GOODA/D78552
24.3949WOODS POORA/D78553
0.0145PASTURE GOODA/D78553
10.4479OPEN GOODA/D78552
Manual Basin: 180
Comment:
Manual Basin: 181
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49
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.6349OPEN GOODA/D78553
3.8590WOODS GOODA/D78553
Scenario: PD&E
Node: 198
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 185.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 83.4914 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
5.7861WOODS POORA/D78553
0.6723ROW CROPS GOODA/D78553
21.3673PASTURE GOODA/D78553
17.6473PASTURE GOODA78553
26.8639ROW CROPS GOODA78553
7.2411WOODS GOODA78553
2.8281WOODS GOODA/D78553
1.0852WOODS POORA78553
0.0001OPEN GOODA/D78553
Scenario: PD&E
Node: 199
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 18.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.3710 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.4524WOODS POORA/D78553
1.7770PASTURE GOODA/D78553
0.0710OPEN GOODA/D78553
Comment:
Manual Basin: 198
Manual Basin: 199
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50
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0068WOODS GOODA/D78553
0.0638PAVEMENTA/D78553
Scenario: PD&E
Node: 200
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 23.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 89.1674 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
8.3658RESI DENTIAL 1/3 ACA78553
0.0001WOODS GOODA78553
0.0105RESI DENTIAL 1 ACA78553
3.4608RESI DENTIAL 1 ACA/D78553
0.7484RESI DENTIAL 1/3 ACA/D78553
0.0069ROW CROPS GOODA78553
20.8607RESI DENTIAL 1 ACA/D79027
19.1399RESI DENTIAL 1/3 ACA/D79027
11.6275RESI DENTIAL 1/3 ACA79027
0.0165ROW CROPS GOODA79027
5.0407WATERA/D79027
3.6262RESI DENTIAL 1 ACA79027
0.4303OPEN GOODA/D79027
2.9676WOODS GOODA/D79027
12.8653PASTURE GOODA/D79027
Comment:
Manual Basin: 200
Manual Basin: 201
Scenario: PD&E
Node: 201
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 77.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
5.4057ROW CROPS GOODA78553
33.4717ROW CROPS GOODA79027
0.2217WOODS GOODA79027
12.2155WOODS GOODA/D79027
0.8601ROW CROPS GOODA/D79027
1.9332RESI DENTIAL 1 ACA79027
15.1235RESI DENTIAL 1 ACA/D79027
0.0060RESI DENTIAL 1/3 ACA79027
29.1722PASTURE GOODA/D79027
0.1742PASTURE GOODA79027
0.2478RESI DENTIAL 1/3 ACA/D79027
0.1748WATERA/D79027
8.8948ROW CROPS STRAIGHT GOODA/D79027
51
Peaking Factor: 256.0
Area: 107.9014 ac
Scenario: PD&E
Node: 202
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 32.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 21.1656 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.8790RESIDENTIAL 1 ACA/D78553
8.5757ROW CROPS GOODA78553
0.0169RESIDENTIAL 1 ACA78553
0.2752PAVEMENTA/D78553
1.7258ROW CROPS GOODA/D78553
0.3553OPEN GOODA/D78553
0.0360OPEN GOODA78553
0.0598WOODS GOODA78553
3.1080WOODS GOODA/D78553
0.0176PAVEMENTB/D78553
0.0289OPEN GOODB/D78553
0.5177RESIDENTIAL 1 ACB/D78553
0.7857ROW CROPS GOODA79027
0.1241WOODS GOODA79027
1.6508WOODS GOODA/D79027
___
Comment:
Manual Basin: 202
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Input Report
52
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.1117RESIDENTIAL 1 ACA/D79027
0.2922RESIDENTIAL 1 ACB/D79027
1.6030RESIDENTIAL 1 ACA79027
0.0020ROW CROPS GOODA/D79027
Scenario: PD&E
Node: 203
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 12.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.2587 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0899PAVEMENTB/D78553
0.1520OPEN GOODB/D78553
0.4668RESI DENTIAL 1 ACB/D78553
0.3832RESI DENTIAL 1 ACB/D79027
0.1668RESI DENTIAL 1 ACA79027
Scenario: PD&E
Node: 204
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7578 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0715PAVEMENTA78553
0.0463OPEN GOODA78553
0.0275RESI DENTIAL 1 ACA78553
0.2860RESI DENTIAL 1 ACA/D78553
0.1729OPEN GOODA/D78553
Comment:
Manual Basin: 203
Comment:
Manual Basin: 204
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Input Report
53
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.1172PAVEMENTA/D78553
0.0020ROW CROPS GOODA/D78553
0.0343ROW CROPS GOODA78553
Scenario: PD&E
Node: 205
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.6373 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.2392PAVEMENTA78553
0.2399OPEN GOODA78553
0.5716RESI DENTIAL 1 ACA78553
0.5865RESI DENTIAL 1 ACA/D78553
Scenario: PD&E
Node: 206
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 17.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.2984 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0800PAVEMENTA78553
0.0752OPEN GOODA78553
0.2585RESI DENTIAL 1 ACA78553
0.8846RESI DENTIAL 1 ACA/D78553
Comment:
Manual Basin: 205
Comment:
Manual Basin: 206
Comment:
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54
Manual Basin: 207
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0863PAVEMENTA78553
0.0958OPEN GOODA78553
0.2620RESI DENTIAL 1 ACA78553
0.6867RESI DENTIAL 1 ACA/D78553
0.1861ROW CROPS GOODA/D78553
0.1431ROW CROPS GOODA78553
Scenario: PD&E
Node: 207
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 22.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.4600 ac
Scenario: PD&E
Node: 208
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.8243 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.0877WOODS GOODA/D78553
0.4344OPEN GOODA/D78553
0.1696PAVEMENTA/D78553
0.0524WOODS GOODB/D78553
0.0502OPEN GOODB/D78553
0.0300PAVEMENTB/D78553
Comment:
Manual Basin: 208
Comment:
Manual Basin: 209
Scenario: PD&E Node: 209
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.4035RESI DENTIAL 1 ACA78553
0.1326PAVEMENTA78553
0.1162RESI DENTIAL 1 ACA/D78553
0.1182PAVEMENTA/D78553
0.1099WOODS GOODA/D78553
0.1087OPEN GOODA/D78553
55
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 19.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.9891 ac
Scenario: PD&E
Node: 300
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 58.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 24.7060 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
7.2256WOODS GOODA/D79028
0.0366ROW CROPS GOODA/D79028
1.5161WOODS GOODB/D79028
0.0693OPEN GOODB/D79028
0.9271ROW CROPS GOODA/D79027
2.0371WOODS GOODA/D79027
6.2842ROW CROPS GOODA79027
6.4888WOODS GOODC/D79028
0.1212WOODS GOODA79027
Comment:
Manual Basin: 300
Comment:
Manual Basin: 302
Scenario: PD&E Node: 302
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.1056PAVEMENTA79027
0.1804OPEN GOODA79027
0.0413ROW CROPS GOODA79027
0.0486PAVEMENTA/D79027
0.0924OPEN GOODA/D79027
0.0179ROW CROPS GOODA/D79027
0.0563PAVEMENTA/D79028
0.1087OPEN GOODA/D79028
0.0330ROW CROPS GOODA/D79028
0.4564PAVEMENTB/D79028
0.8812OPEN GOODB/D79028
0.0047WOODS GOODA/D79028
0.1260WOODS GOODB/D79028
56
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1525 ac
Scenario: PD&E
Node: 303
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 34.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.8840 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
5.1375ROW CROPS GOODA79027
1.6249ROW CROPS GOODA/D79027
0.1216ROW CROPS GOODA/D79028
Comment:
Manual Basin: 303
Comment:
Manual Basin: 304
Scenario: PD&E
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0617PAVEMENTB/D78553
0.0417OPEN GOODB/D78553
0.0157RESI DENTIAL 1 ACB/D78553
0.0003ROW CROPS GOODB/D78553
0.2982RESI DENTIAL 1 ACB/D79027
0.8037ROW CROPS GOODB/D79027
0.2023OPEN GOODB/D79027
0.1304PAVEMENTB/D79027
0.5474RESI DENTIAL 1 ACA79027
0.0716PAVEMENTA79027
0.1384OPEN GOODA79027
7.6085ROW CROPS GOODA79027
57
Node: 304
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 16.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 9.9201 ac
Scenario: PD&E
Node: 305
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.7164 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0117WOODS GOODB/D79027
0.0502WOODS GOODA79027
0.2680OPEN GOODA79027
0.1810PAVEMENTA79027
0.0306OPEN GOODB/D79027
0.1182OPEN GOODA/D79027
0.0662PAVEMENTA/D79027
0.1044OPEN GOODA/D79028
0.0658PAVEMENTA/D79028
1.0382OPEN GOODB/D79028
Comment:
Manual Basin: 305
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58
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.7745WOODS GOODB/D79028
0.5901PAVEMENTB/D79028
0.4174WATERB/D79028
Scenario: PD&E
Node: 306
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 55.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 8.2095 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.0324WOODS GOODB/D79027
4.0480WOODS GOODB/D79028
0.1239WOODS GOODA79027
2.6024WATERB/D79028
0.0002OPEN GOODA79027
0.0014OPEN GOODB/D79027
0.1643WOODS GOODA/D79027
0.2215WOODS GOODA/D79028
0.0042OPEN GOODA/D79027
0.0069OPEN GOODA/D79028
0.0043OPEN GOODB/D79028
Comment:
Manual Basin: 306
Comment:
Manual Basin: 308
Scenario: PD&E
Node: 308
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7891 ac
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59
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.2695OPEN GOODB/D78553
0.0353WOODS GOODB/D78553
0.1221PAVEMENTB/D78553
0.0876PAVEMENTB/D79027
0.1925OPEN GOODB/D79027
0.0484WOODS GOODB/D79027
0.0018WOODS GOODA79027
0.0197OPEN GOODA79027
0.0123PAVEMENTA79027
Scenario: PD&E
Node: 400
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 78.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 40.8753 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
16.1821ROW CROPS GOODA79027
2.2795PASTURE GOODA79027
5.1041PASTURE GOODA/D79027
2.0233ROW CROPS GOODA/D79027
2.9043WOODS GOODA79027
12.3711WOODS GOODA/D79027
0.0109WATERA/D79027
Comment:
Manual Basin: 400
Comment:
Manual Basin: 401
Scenario: PD&E
Node: 401
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Time of Concentration: 53.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
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60
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.4309WOODS GOODB/D79028
6.0758WOODS GOODC/D79028
0.0501OPEN GOODB/D79028
1.9446ROW CROPS GOODA79027
0.6221ROW CROPS GOODA/D79027
2.5272WOODS GOODA/D79027
4.2020WOODS GOODA/D79028
0.0016WOODS GOODA79027
Area: 16.8543 ac
Scenario: PD&E
Node: 402
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.6315 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.5301PAVEMENTB/D79028
1.3225OPEN GOODB/D79028
0.1722WOODS GOODB/D79028
0.0734WOODS GOODA/D79028
0.3767OPEN GOODA/D79028
0.1566PAVEMENTA/D79028
Comment:
Manual Basin: 402
Comment:
Manual Basin: 403
Scenario: PD&E
Node: 403
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.3778 ac
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61
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.2205WOODS GOODA79027
0.0013OPEN GOODA79027
0.1268PAVEMENTA79027
0.6739WOODS GOODA/D79027
0.3553PAVEMENTA/D79027
Scenario: PD&E
Node: 404
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 115.3000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 35.4003 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.6763ROW CROPS STRAIGHT GOODA/D79027
2.2456PASTURE GOODA/D79027
10.9213PASTURE GOODA79027
0.1356WOODS GOODA79027
0.0731WOODS GOODA/D79027
0.1534WATERA/D79027
14.0256ROW CROPS GOODA/D79027
5.2901RESI DENTIAL 1 ACA/D79027
1.7739ROW CROPS GOODA79027
0.1053RESI DENTIAL 1 ACA79027
Comment:
Manual Basin: 404
Comment:
Manual Basin: 406
Scenario: PD&E
Node: 406
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Time of Concentration: 86.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
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62
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.5608WOODS GOODA/D79028
0.0717OPEN GOODA/D79028
4.5267WOODS GOODA79027
0.0351PAVEMENTA/D79028
1.6931ROW CROPS GOODA79027
3.9096WOODS GOODA/D79027
0.1011ROW CROPS GOODA/D79027
0.1671PAVEMENTB/D79028
0.0720OPEN GOODB/D79028
0.2093WOODS GOODB/D79028
0.3507WOODS GOODB/D79027
0.0205ROW CROPS GOODB/D79027
0.0514OPEN GOODB/D79027
0.0714PAVEMENTB/D79027
0.2313OPEN GOODA79027
0.1668PAVEMENTA79027
Area: 12.2385 ac
Scenario: PD&E
Node: 407
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.7143 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.6627PAVEMENTB/D79028
0.0166WOODS GOODB/D79028
0.0160COMMERCIALB/D79028
0.0191OPEN GOODB/D79028
Comment:
Manual Basin: 407
Comment:
Manual Basin: 408
Scenario: PD&E
Node: 408
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
15.7586OPEN GOODB/D79028
1.6889PAVEMENTB/D79028
0.0908RESI DENTI AL 1/3 ACB/D79028
0.0807PAVEMENTA/D79028
63
Time of Concentration: 43.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 17.6190 ac
Scenario: PD&E
Node: 409
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 1.4339 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.2788COMMERCIALB/D79028
0.1551OPEN GOODB/D79028
Scenario: PD&E
Node: 500
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 87.2000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.2619 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
2.5202ROW CROPS GOODA/D79027
6.9862PASTURE GOODA79027
Comment:
Manual Basin: 409
Manual Basin: 500
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64
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
10.2337ROW CROPS GOODA79027
0.0392WATERA79027
7.2220RESIDENTIAL 1 ACA79027
0.2604PASTURE GOODA/D79027
Scenario: PD&E
Node: 501
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 42.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.2499 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0088WOODS GOODA/D79027
0.5198RESI DENTIAL 1 ACA/D79027
0.8913PAVEMENTA/D79027
0.5570RESI DENTIAL 1 ACA79027
0.5797ROW CROPS GOODA/D79027
0.1263PASTURE GOODA79027
0.1331PASTURE GOODA/D79027
0.4339PAVEMENTA79027
Scenario: PD&E
Node: 502
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 45.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 10.5888 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0376PASTURE GOODA79027
7.0873RESIDENTIAL 1 ACA79027
Comment:
Manual Basin: 501
Comment:
Manual Basin: 502
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65
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0245WOODS GOODA79027
0.0513WOODS GOODA/D79027
3.3881RESIDENTIAL 1 ACA/D79027
Scenario: PD&E
Node: 503
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 30.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.2927 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
3.1669PASTURE GOODA/D79027
0.0283ROW CROPS GOODA/D79027
2.8301RESIDENTIAL 1 ACA/D79027
0.2674PAVEMENTA/D79027
Scenario: PD&E
Node: 600
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 95.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 20.8685 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
6.8970RESI DENTIAL 1 ACA/D79027
0.0791RESI DENTIAL 1/3 ACA/D79027
10.9745WOODS GOODA/D79027
0.2930WOODS GOODD79027
2.2923WATERD79027
0.3327WATERA/D79027
Comment:
Manual Basin: 503
Comment:
Manual Basin: 600
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66
Comment:
Manual Basin: 601
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
12.8251WOODS GOODA/D79027
1.0463PASTURE GOODA/D79027
0.2972RESI DENTIAL 1 ACA/D79027
0.6026PAVEMENTA/D79027
Scenario: PD&E
Node: 601
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 14.7712 ac
Scenario: PD&E
Node: 602
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 10.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 0.6790 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.0243WOODS GOODA/D79027
0.5744RESI DENTIAL 1 ACA/D79027
0.0803PAVEMENTA/D79027
Comment:
Manual Basin: 602
Comment:
Manual Basin: 603
Scenario: PD&E
Node: 603
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
2.2482PASTURE GOODA/D79027
0.0741WOODS GOODA/D79027
15.1304RESI DENTIAL 1 ACA/D79026
0.0142PASTURE GOODA/D79026
12.4731RESI DENTIAL 1 ACA/D79027
0.4587OPEN GOODA/D79027
0.0536OPEN GOODA/D79026
0.1325PAVEMENTA/D79027
0.2328PAVEMENTA/D79026
67
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 83.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 30.8176 ac
Scenario: PD&E
Node: 604
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 99.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.6144 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.3938PAVEMENTA/D79026
11.2206PASTURE GOODA/D79026
Comment:
Manual Basin: 604
Comment:
Manual Basin: 605
Scenario: PD&E
Node: 605
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 48.8000 min
Max Allowable Q: 999.00 cfs
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.2138PAVEMENTA/D79026
3.1679PASTURE GOODA/D79026
68
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 4.3817 ac
Scenario: PD&E
Node: 606
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 72.9000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 25.2256 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
24.6238RESIDENTIAL 1 ACA/D79026
0.3259WATERA/D79026
0.0003COMMERCIALA/D79026
0.2756PAVEMENTA/D79026
Scenario: PD&E
Node: 607
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 153.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 46.4169 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.1765RESIDENTIAL 1 ACA79027
1.8947ROW CROPS GOODA79027
2.1655ROW CROPS GOODA/D79027
1.0541ROW CROPS GOODA/D79026
Comment:
Manual Basin: 606
Comment:
Manual Basin: 607
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Input Report
69
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
24.1038RESI DENTIAL 1 ACA/D79026
9.1908RESI DENTIAL 1 ACA/D79027
0.7489PASTURE GOODA/D79026
7.0772PASTURE GOODA/D79027
0.0055WOODS GOODA/D79027
Scenario: PD&E
Node: 608
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 69.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 18.2110 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
18.1865RESIDENTIAL 1 ACA/D79026
0.0244RESIDENTIAL 1/3 ACA/D79026
Scenario: PD&E
Node: 609
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 85.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 39.2850 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
14.6519RESIDENTIAL 1/3 ACA/D79027
1.4334RESIDENTIAL 1 ACA/D79027
15.9104PASTURE GOODA/D79027
5.7959WOODS GOODA/D79027
1.4935WATERA/D79027
Comment:
Manual Basin: 608
Comment:
Manual Basin: 609
Comment:
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70
Manual Basin: 801
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
15.7391PASTURE GOODA/D79026
Scenario: PD&E
Node: 801
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 84.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 15.7391 ac
Scenario: PD&E
Node: 803
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 17.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.0874 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.5542PASTURE GOODA/D79026
0.5332PAVEMENTA/D79026
Comment:
Manual Basin: 803
Manual Basin: 805
Node: 805
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 105.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 40.5386 ac
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PD&E
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Input Report
71
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
6.1122PASTURE GOODA/D78552
4.1165PASTURE GOODA/D78551
9.7656OPEN GOODA/D78551
2.7949OPEN GOODA/D78552
5.8820RESI DENTIAL 1 ACA/D78551
4.1817RESI DENTIAL 1 ACA/D78552
4.6208RESI DENTIAL 1 ACA/D79025
0.3734OPEN GOODA/D79025
0.0121OPEN GOODA/D79026
2.6792RESI DENTIAL 1 ACA/D79026
Scenario: PD&E
Node: 806
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 108.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 87.5453 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
8.0465PASTURE GOODA/D78552
9.0763OPEN GOODA/D78552
16.8225RESI DENTIAL 1 ACA/D78552
0.7393WATERA/D78552
18.3255RESI DENTIAL 1 ACA/D79026
14.1752PASTURE GOODA/D79026
15.9796OPEN GOODA/D79026
0.6746WATERA/D79026
2.9066RESI DENTIAL 1 ACA79026
0.7952PASTURE GOODA79026
0.0040OPEN GOODA79026
Comment:
Manual Basin: 806
Comment:
Manual Basin: 807
Scenario: PD&E
Node: 807
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
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Input Report
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
50.1184RESI DENTIAL 1 ACA/D79026
4.4331PASTURE GOODA/D79026
8.7376RESI DENTIAL 1 ACA/D79025
62.3288OPEN GOODA/D79026
1.4118WATERA/D79026
0.2766PASTURE GOODA79026
1.4356OPEN GOODA79026
4.0177RESI DENTIAL 1 ACA79026
0.2086WATERA79026
72
Time of Concentration: 139.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 132.9681 ac
Scenario: PD&E
Node: 808
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 61.7000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 18.6322 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
15.4177RESIDENTIAL 1 ACA/D79026
0.6618WATERA/D79026
2.4066OPEN GOODA/D79026
0.1461PAVEMENTA/D79026
Comment:
Manual Basin: 808
Comment:
Manual Basin: 809
Scenario: PD&E
Node: 809
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 56.4000 min
Max Allowable Q: 999.00 cfs
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
18.6282RESIDENTIAL 1 ACA/D79026
8.6278RESIDENTIAL 1 ACA/D79025
12.0921OPEN GOODA/D79026
0.3887OPEN GOODA/D79025
3.5221COMMERCIALA/D79025
0.9148COMMERCIALA/D79026
0.0002PAVEMENTA/D79025
73
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 44.1/38 ac
Scenario: PD&E
Node: 810
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 51.1000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.8651 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
3.8651RESIDENTIAL 1 ACA/D79026
Scenario: PD&E
Node: 811
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 33.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.5867 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
12.4620RESIDENTIAL 1 ACA/D79026
2.9604WATERA/D79026
Comment:
Manual Basin: 810
Comment:
Manual Basin: 811
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74
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
11.8070COMMERCIALA/D79026
0.3573PAVEMENTA/D79026
Scenario: PD&E
Node: 812
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 117.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 17.3854 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
10.9460RESIDENTIAL 1 ACA/D79026
6.1057OPEN GOODA/D79026
0.3337PAVEMENTA/D79026
Scenario: PD&E
Node: 813
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 32.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.5534 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
5.9115RESIDENTIAL 1 ACA/D79026
0.5652OPEN GOODA/D79026
0.0767PAVEMENTA/D79026
Comment:
Manual Basin: 812
Comment:
Manual Basin: 813
Comment:
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75
Manual Basin: 814
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
1.7493RESIDENTIAL 1 ACA/D79026
0.4343PAVEMENTA/D79026
0.1404OPEN GOODA/D79026
1.9773COMMERCIALA/D79025
0.4471COMMERCIALA/D79026
0.1397PAVEMENTA/D79025
Scenario: PD&E
Node: 814
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 28.8000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 4.8881 ac
Scenario: PD&E
Node: 815
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 22.6000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1201 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
2.0131RESIDENTIAL 1 ACA/D79026
0.1070PAVEMENTA/D79026
Comment:
Manual Basin: 815
Comment:
Manual Basin: 816
Scenario: PD&E
Node: 816
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 21.3000 min
Max Allowable Q: 999.00 cfs
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Area [ac]Land Cover ZoneSoil ZoneRainfall Name
0.4440RESIDENTIAL 1 ACA/D78552
1.7403RESIDENTIAL 1 ACA/D79026
76
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 2.1843 ac
Scenario: PD&E
Node: 817
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 88.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 15.5886 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
14.1469RESIDENTIAL 1 ACA/D79026
1.4418OPEN GOODA/D79026
Scenario: PD&E
Node: 818
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method:
Curve Number
Time of Concentration: 128.5000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 46.2434 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
41.5833RESI DENTIAL 1 ACA/D79026
3.4212OPEN GOODA/D79026
0.7319RESI DENTIAL 1 ACA79026
0.5070WATERA/D79026
Comment:
Manual Basin: 817
Comment:
Manual Basin: 818
Comment:
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77
Manual Basin: 819
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
11.4692RESIDENTIAL 1 ACA/D79026
0.1798WATERA/D79026
Scenario: PD&E
Node: 819
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 96.0000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 11.6490 ac
Comment:
Manual Basin: Citrus Dev Area_MB
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
27.6000Citrus Dev AreaCitrus Dev Area78553
Scenario: PD&E
Node: Citrus Swale US
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 20.1000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 27.6000 ac
Comment:
Manual Basin: Citrus Pond1 MB
Scenario: PD&E
Node: Citrus Pond 1
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 15.0000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 6.1500 ac
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78
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
6.1500Citrus Pond1Citrus Pond178553
Scenario: PD&E
Node: Citrus Pond 2
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 15.0000 min
Max Allowable Q: 9999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 3.6600 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
3.6600Citrus Pond2Citrus Pond278553
Comment: From SWFWMD ERP Permit 11050.010
Manual Basin: Citrus Pond2 MB
Comment: From SWFWMD ERP Permit 11050.010
Manual Basin: Citrus Undev Area_MB
Scenario: PD&E
Node: Citrus Swale DS
Hydrograph Method: NRCS Unit Hydrograph
Infiltration Method: Curve Number
Time of Concentration: 126.4000 min
Max Allowable Q: 999.00 cfs
Time Shift: 0.0000 hr
Unit Hydrograph: UH256
Peaking Factor: 256.0
Area: 37.7400 ac
Area [ac]Land Cover ZoneSoil ZoneRainfall Name
18.8700Citrus UndevCitrus Undev78552
18.8700Citrus UndevCitrus Undev78553
Comment:
Impervious: No DCIA [Set]
Land Cover Zone% Impervious% DCIA% Directla Impervious [in]la Pervious [in]
COMMERCIAL0.000.000.000.0000.000
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Land Cover Zone% Impervious% DCIA% Directla Impervious [in]la Pervious [in]
Citrus Dev Area0.000.000.000.0000.000
Citrus Pond10.000.000.000.0000.000
Citrus Pond20.000.000.000.0000.000
Citrus Undev0.000.000.000.0000.000
INDUSTRIAL0.000.000.000.0000.000
MEADOW0.000.000.000.0000.000
OPEN GOOD0.000.000.000.0000.000
PASTURE GOOD0.000.000.000.0000.000
PAVEMENT0.000.000.000.0000.000
RESIDENTIAL 1 AC0.000.000.000.0000.000
RESIDENTIAL 1/3 AC0.000.000.000.0000.000
RESIDENTIAL 1/8 AC0.000.000.000.0000.000
ROW CROPS GOOD0.000.000.000.0000.000
ROW CROPS STRAIGHT GOOD0.000.000.000.0000.000
WATER0.000.000.000.0000.000
WOODS GOOD0.000.000.000.0000.000
WOODS POOR0.000.000.000.0000.000
79
Curve Number: No DCIA, AMC II [Set]
Land Cover ZoneSoil ZoneCurve Number [dec]
COMMERCIALA89.0
COMMERCIALD95.0
COMMERCIALA/D95.0
COMMERCIALB/D95.0
COMMERCIALC/D95.0
COMMERCIALWATER100.0
Citrus Dev AreaCitrus Dev Area96.3
Citrus Pond1Citrus Pond199.4
Citrus Pond2Citrus Pond299.2
Citrus UndevCitrus Undev78.0
INDUSTRIALA81.0
INDUSTRIALD93.0
INDUSTRIALA/D93.0
INDUSTRIALB/D93.0
INDUSTRIALC/D93.0
INDUSTRIALWATER100.0
MEADOWD78.0
MEADOWA/D78.0
OPEN GOODA39.0
OPEN GOODD80.0
OPEN GOOD80.0
OPEN GOODA/D80.0
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Land Cover ZoneSoil ZoneCurve Number [dec]
OPEN GOODB/D80.0
OPEN GOODC/D80.0
OPEN GOODWATER100.0
PASTURE GOODA39.0
PASTURE GOODD80.0
PASTURE GOODA/D80.0
PASTURE GOODB/D80.0
PASTURE GOODC/D80.0
PASTURE GOODWATER100.0
PAVEMENTD98.0
PAVEMENTA98.0
PAVEMENTA/D98.0
PAVEMENTB/D98.0
PAVEMENTC/D98.0
RESIDENTIAL 1 ACA51.0
RESIDENTIAL 1 ACD84.0
RESIDENTIAL 1 ACA/D84.0
RESIDENTIAL 1 ACB/D84.0
RESIDENTIAL 1 ACC/D84.0
RESIDENTIAL 1 ACWATER100.0
RESIDENTIAL 1/3 ACA57.0
RESIDENTIAL 1/3 ACD86.0
RESIDENTIAL 1/3 ACA/D86.0
RESIDENTIAL 1/3 ACB/D86.0
RESIDENTIAL 1/3 ACC/D86.0
RESIDENTIAL 1/3 ACWATER100.0
RESIDENTIAL 1/8 ACA77.0
RESIDENTIAL 1/8 ACD92.0
RESIDENTIAL 1/8 ACA/D92.0
RESIDENTIAL 1/8 ACB/D92.0
RESIDENTIAL 1/8 ACC/D92.0
RESIDENTIAL 1/8 ACWATER100.0
ROW CROPS GOODA67.0
ROW CROPS GOODD89.0
ROW CROPS GOODA/D89.0
ROW CROPS GOODB/D89.0
ROW CROPS GOODC/D89.0
ROW CROPS GOODWATER100.0
ROW CROPS STRAIGHT GOODA67.0
ROW CROPS STRAIGHT GOODD89.0
ROW CROPS STRAIGHT GOODA/D89.0
ROW CROPS STRAIGHT GOODB/D89.0
ROW CROPS STRAIGHT GOODC/D89.0
ROW CROPS STRAIGHT GOODWATER100.0
WATERA100.0
WATERD100.0
WATER100.0
WATERA/D100.0
WATERB/D100.0
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81
Land Cover ZoneSoil ZoneCurve Number [dec]
WATERC/D100.0
WATERWATER100.0
WOODS GOODA30.0
WOODS GOODD77.0
WOODS GOODA/D77.0
WOODS GOODB/D77.0
WOODS GOODC/D77.0
WOODS GOODWATER100.0
WOODS POORA45.0
WOODS POORD83.0
WOODS POORA/D83.0
WOODS POORB/D83.0
WOODS POORC/D83.0
WOODS POORWATER100.0
Node: 100
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.71 ft
Warning Stage: 61.00 ft
Stage [ft]Area [ac]Area [ft2]
52.710.0026114
53.000.02801218
53.500.08523712
54.000.233310165
54.501.169450938
55.003.2354140935
55.505.6712247036
56.008.5841373923
56.5012.7529555516
57.0018.3218798097
57.5029.84761300163
58.0041.27651798003
58.5042.30161842659
59.0042.36151845268
59.5042.38061846097
60.0042.39311846641
60.5042.45691849423
61.0042.45691849423
Comment:
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82
Node: 101
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 54.00 ft arning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
49.930.0026114
50.000.0058251
50.500.0128559
51.000.0144629
51.500.0173754
52.000.06933018
52.500.15736853
53.000.338214733
53.500.537523413
54.000.867837803
54.501.366059503
55.002.228697078
55.503.7152161835
56.008.4661368783
56.5010.9569477282
57.0011.3493494376
57.5011.3601494844
58.0011.3601494844
Comment: IE = TW
Node: 102
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 44.00 ft Warning Stage: 52.10 ft
Stage [ft]Area [ac]Area [ft2]
39.250.000625
39.500.001147
40.000.0042183
40.500.0092400
41.000.05172250
41.500.09434108
42.000.14726413
42.500.17877783
43.000.258811275
43.500.293312775
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83
Stage [ft]
Area [ac] Area [ft2]
44.00 0.3484 15175
44.50 0.3868 16850
45.00 0.4258 18550
45.50 0.4683 20400
46.00 0.5171 22525
46.50 0.5728 24950
47.00 0.6342 27625
47.50 0.7185 31300
48.00 0.8242 35900
48.50 0.9211 40125
49.00 1.1002 47925
49.50 1.4486 63100
50.00 2.3726 103350
50.50 4.0794 177700
51.00 6.2781 273475
51.50 7.7462 337425
52.00 8.8573 385825
52.50 9.8255 428000
53.00 11.2006 487900
53.50 13.1967 574850
54.00 14.7526 642625
54.50 16.8320 733200
55.00 19.2074 836675
55.50 22.8403 994925
56.00 25.6244 1116200
56.50 27.1166 1181200
57.00 27.1166 1181200
Comment: Initial stage matches Node 113; Warning Stage set at existing low edge of pavement
Node: 102A
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.19 ft
Warning Stage: 50.00 ft
Stage [ft]
Area [ac] Area [ft2]
48.50 0.0017 75
49.00 0.0786 3425
49.50 0.1550 6750
50.00 0.2290 9975
50.50 0.2990 13025
51.00 0.3702 16125
51.50 0.4482 19525
52.00 0.5079 22125
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84
Stage [ft]Area [ac]Area [ft2]
52.500.594625900
53.000.831636225
53.501.174251150
54.001.414761625
54.501.701174100
55.002.008287475
55.502.141093260
56.002.155093873
56.502.155093873
48.190.00014
Comment:
Node: 102B
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.40 ft
Warning Stage: 49.40 ft
Stage [ft]Area [ac]Area [ft2]
49.400.000625
49.500.000939
50.000.0055240
50.500.03211400
51.000.232410125
51.500.452319700
52.000.541223575
52.500.592325800
53.000.652028400
53.500.803535000
54.000.876138165
54.500.876138165
Comment:
Node: 102C
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.61 ft
Warning Stage: 50.37 ft
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85
Stage [ft]Area [ac]Area [ft2]
49.610.000625
50.000.0166725
50.500.235910275
51.000.541223575
51.500.715731175
52.000.741532300
52.500.754132850
53.000.768533475
53.500.795534650
54.000.832036241
54.500.832036241
Comment:
Node: 102D
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.99 ft
Warning Stage: 50.37 ft
Stage [ft]Area [ac]Area [ft2]
48.990.000625
49.000.000833
49.500.0085369
50.000.08553725
50.500.576225100
51.001.101447975
51.501.427962200
52.001.471564100
52.501.499165300
53.001.530166650
53.501.582368925
54.001.704574250
54.501.711974569
55.001.711974569
Comment:
Node: 103
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.20 ft
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86
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
50.470.0026114
50.500.0036157
51.000.02521096
51.500.19408452
52.000.492921471
52.500.658128667
53.000.938640887
53.502.4803108042
54.006.9716303684
54.5017.8866779139
55.0040.93041782928
55.5066.69052905038
56.0080.23783495159
56.5083.51523637921
57.0084.07363662248
57.5084.13983665132
58.0084.13983665132
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 104
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 48.40 ft earning Stage: 57.00 ft
Stage [ft]Area [ac]Area [ft2]
45.580.0026114
46.000.04982170
46.500.16917367
47.000.346115076
47.500.516522499
48.000.972742372
48.501.824879490
49.002.8710125060
49.505.4850238927
50.0013.9957609651
50.5027.52991199202
51.0037.36461627602
51.5042.29381842317
52.0045.78881994558
52.5050.12542183461
53.0054.27842364369
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87
Stage [ft]Area [ac]Area [ft2]
53.5058.24542537168
54.0061.18452665197
54.5063.65962773011
55.0066.16352882082
55.5068.10892966825
56.0069.73983037864
56.5070.42943067906
57.0070.42943067906
Comment: Initial stage estimated from aerial imagery
Node: 105
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs initial Stage: 50.00 ft
Warning Stage: 60.50 ft
Stage [ft]Area [ac]Area [ft2]
48.730.0026114
49.000.03671599
49.500.933440659
50.002.123792510
50.505.7708251376
51.0012.7319554602
51.5024.07691048788
52.0033.31121451034
52.5039.89471737815
53.0050.03882179692
53.5061.44152676390
54.0077.36683370100
54.5098.25814280122
55.00115.20865018488
55.50128.33385590222
56.00140.75376131233
56.50148.66666475918
57.00155.92666792165
57.50159.93556966791
58.00161.11807018300
58.50161.40687030882
59.00161.41297031146
59.50161.41497031231
60.00161.42827031811
60.50161.42827031811
Comment: Initial Stage estimated from aerial imagery and observed water
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88
Node: 106
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 52.80 ft Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
50.950.000625
51.000.000941
51.500.235310250
52.000.542923650
52.502.163194225
53.006.2385271750
53.508.9233388700
54.0012.9155562600
54.5023.26271013325
55.0035.80181559525
55.5045.28701972700
56.0054.09262356275
56.5058.85162563575
57.0060.56702638300
57.5061.48822678425
58.0061.49732678823
58.5061.49732678823
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 107
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 52.25 ft
Warning Stage: 57.00 ft
Stage [ft]Area [ac]Area [ft2]
52.250.000625
52.500.0057250
53.000.07583300
53.500.14186175
54.000.755932925
54.504.1047178800
55.005.0069218100
55.505.0509220017
56.005.0593220385
56.505.0595220390
57.005.0595220390
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89
Comment:
Node: 110
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.50 ft
Warning Stage: 61.00 ft
Stage [ft]Area [ac]Area [ft2]
49.060.000625
49.500.05282300
50.000.16997400
50.500.268611700
51.000.389716975
51.500.909739625
52.002.4650107375
52.505.0775221175
53.009.1581398925
53.5016.7832731075
54.0026.94501173725
54.5034.86691518800
55.0038.84811692225
55.5042.76571862875
56.0046.53122026900
56.5047.62632074600
57.0048.44012110050
57.5048.59162116650
58.0048.61312117585
58.5048.61982117877
59.0048.62052117910
59.5048.62052117910
Comment: Initial Stage matches outfall ditch elev per SWFWMD Permit 11050.010
Node: 111
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.34 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
51.340.0026114
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90
Stage [ft]Area [ac]Area [ft2]
51.500.0052228
52.000.06552855
52.500.728931750
53.001.953385086
53.503.4635150871
54.004.2737186162
54.504.8059209346
55.005.0078218141
55.505.0576220310
56.005.1033222298
56.505.1258223280
57.005.1468224194
57.505.1494224310
59.005.1494224310
Comment:
Node: 112
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 44.00 ft
Warning Stage: 47.40 ft
Stage [ft]Area [ac]Area [ft2]
35.090.000625
35.500.0037163
36.000.0109475
36.500.0187812
37.000.02701175
37.500.04822100
38.000.07633325
38.500.09354075
39.000.10504575
39.500.12175300
40.000.13725975
40.500.15276650
41.000.16417150
41.500.17737725
42.000.19518500
42.500.20959125
43.000.22279700
43.500.236510300
44.000.253211028
44.500.271511825
45.000.289312600
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91
Stage [ft]
Area [ac] Area [ft2]
45.50 0.3065 13350
46.00 0.3357 14625
46.50 0.3736 16275
47.00 0.4086 17800
47.50 0.4517 19675
48.00 0.5051 22000
48.50 0.5756 25075
49.00 0.6508 28350
49.50 0.7444 32425
50.00 0.8592 37425
50.50 0.9355 40750
51.00 1.0394 45275
51.50 1.1570 50400
52.00 1.3120 57150
52.50 1.4899 64900
53.00 1.6862 73450
53.50 2.1528 93775
54.00 2.7990 121925
54.50 3.5354 154000
55.00 3.9405 171650
55.50 4.3658 190175
56.00 4.7222 205700
56.50 5.1682 225125
57.00 5.2598 229119
57.50 5.2638 229291
58.00 5.2638 229291
Comment: Initial stage matches overflow weir control elevation to tailwater; Warning Stage set at existing low edge of pavement
Node: 113
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 44.00 ft
Warning Stage: 49.30 ft
Stage [ft]
Area [ac] Area [ft2]
38.45 0.0006 25
38.50 0.0034 150
39.00 0.0155 675
39.50 0.0339 1475
40.00 0.0522 2275
40.50 0.0729 3175
41.00 0.0901 3925
41.50 0.1004 4375
42.00 0.1182 5150
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92
Stage [ft]Area [ac]Area [ft2]
42.500.13265775
43.000.14526325
43.500.16187050
44.000.17457600
44.500.19178350
45.000.20769045
45.500.22279700
46.000.237610350
46.500.253711050
47.000.268611700
47.500.286412475
48.000.305913325
48.500.322014025
49.000.344415000
49.500.398317350
50.000.470020475
50.500.552724075
51.000.647428200
51.500.773133675
52.001.049745725
52.502.007687450
53.002.9741129550
53.503.9096170300
54.004.7423206575
54.505.5630242325
55.006.3435276325
55.506.9990304875
56.007.2165314350
56.507.2591316205
57.007.2591316205
Comment: Initial stage matches Node 112; Warning Stage set at existing low edge of pavement
Node: 114
NODC: 111
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.05 ft
Warning Stage: 52.10 ft
Stage [ft] Area [ac] Area [ft2]
51.05 0.0006 25
51.50 0.1727 7525
52.00 0.6732 29325
52.50 1.0750 46825
53.00 2.0489 89250
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93
Stage [ft]Area [ac]Area [ft2]
53.503.4062148375
54.004.8324210500
54.505.5722242725
55.005.9785260425
55.506.3470276475
56.006.9628303300
56.507.4811325875
57.007.7106335875
57.507.7432337292
58.007.7432337292
Comment:
Node: 180
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.50 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
50.960.0052228
51.000.0066286
51.500.02311006
52.000.15216624
52.500.401217474
53.000.794434606
53.501.827579604
54.003.6261157952
54.506.2322271476
55.009.9606433883
55.5017.7397772743
56.0025.60801115486
56.5030.23831317180
57.0032.10771398612
57.5033.08571441212
58.0033.45541457316
58.5033.47701458257
60.0033.47701458257
50.500.00014
Comment: Initial stage estimated using low point of DEM
Node: 181
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94
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 61.00 ft
Stage [ft]Area [ac]Area [ft2]
53.300.0026114
53.500.322514048
54.006.9454302541
54.5010.3827452270
55.0012.1682530047
55.5023.74911034511
56.0054.58262377617
56.5064.13942793912
57.0065.27202843250
57.5065.70202861981
58.0065.89082870204
58.5065.95132872839
59.0065.95592873039
59.5065.98462874290
61.0065.98462874290
Comment:
Node: 198
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.24 ft
Warning Stage: 61.00 ft
Stage [ft]Area [ac]Area [ft2]
50.240.000625
50.500.0057250
51.000.05682475
51.500.12635500
52.000.303613225
52.501.787877875
53.004.7940208825
53.508.1009352875
54.0011.9370519975
54.5016.7792730900
55.0022.2182967825
55.5026.87331170600
56.0032.17171401400
56.5038.90901694875
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95
Stage [ft]Area [ac]Area [ft2]
57.0048.22772100800
57.5065.27432843350
58.0077.32503368275
58.5081.34533543400
59.0082.32783586200
59.5082.69713602287
60.0082.69713602287
Comment:
Node: 199
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.80 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
49.530.000625
50.000.002192
50.500.0083363
51.000.02531100
51.500.12545463
52.000.280612225
52.500.510222225
53.000.863837625
53.501.209852700
54.001.503165475
54.501.894582525
55.002.3014100250
55.502.3675103129
56.002.3675103129
48.800.00014
Comment:
Node: 200
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.50 ft
Warning Stage: 59.00 ft
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96
Stage [ft]Area [ac]Area [ft2]
46.620.0026114
47.000.18097880
47.501.006843857
48.001.966485657
48.503.1043135224
49.004.8820212658
49.507.6586333607
50.0010.6842465404
50.5014.6013636034
51.0019.4859848806
51.5025.76801122453
52.0032.69241424081
52.5040.05211744667
53.0047.43792066396
53.5055.36922411880
54.0062.59252726528
54.5068.49962983842
55.0074.14453229736
55.5079.59283467064
56.0084.43813678123
56.5087.55293813804
57.0088.65413861772
57.5088.92943873764
58.0089.11823881987
58.5089.16743884131
59.0089.16743884131
Comment: Initial Stage based on 0.5 ft of water in culvert based on field review
Node: 201
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs initial Stage: 36.00 ft
Warning Stage: 55.50 ft
Stage [ft]Area [ac]Area [ft2]
34.570.000625
35.000.0037159
35.500.0182792
36.000.04071775
36.500.07463250
37.000.12345375
37.500.19288400
38.000.289812625
38.500.392617100
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97
Stage [ft]Area [ac]Area [ft2]
39.000.560124400
39.500.876438175
40.001.702874175
40.502.8834125600
41.004.2287184200
41.505.4500237400
42.006.4968283000
42.507.7806338925
43.009.0238393075
43.5010.3725451825
44.0011.9330519800
44.5013.8240602175
45.0015.9946696725
45.5019.4071845375
46.0023.67481031275
46.5027.66591205125
47.0031.48651371550
47.5036.79061602600
48.0041.30801799375
48.5046.52612026675
49.0052.09192269125
49.5057.90352522275
50.0064.12712793375
50.5069.77623039450
51.0075.91203306725
51.5081.65063556700
52.0087.28823802275
52.5090.98663963375
53.0093.21174060300
53.5094.95874136400
54.0096.68394211550
54.5098.58474294350
55.00101.04114401350
55.50104.87094568175
56.00107.02774662125
56.50107.90294700249
57.00107.90294700249
Comment: Initial Stage set at overflow weir elevation
Node: 202
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 30.70 ft
Warning Stage: 38.90 ft
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Input Report
86
Stage [ft]Area [ac]Area [ft2]
28.340.000625
28.500.001775
29.000.0052225
29.500.0098425
30.000.0207900
30.500.04071775
31.000.11424975
31.500.289812625
32.000.613526725
32.501.031344925
33.001.584069000
33.502.007687450
34.002.3864103950
34.502.8289123225
35.003.3058144000
35.503.7150161825
36.003.9658172750
36.504.1833182225
37.004.3985191600
37.504.6367201975
38.004.9128214000
38.505.1865225925
39.005.4603237850
39.505.7346249800
40.006.0061261625
40.506.2965274275
41.006.6030287625
41.506.9267301725
42.007.2831317250
42.507.7571337900
43.008.4665368800
43.508.8579385850
44.009.0880395875
44.509.3337406575
45.009.6275419375
45.509.9202432125
46.0010.2198445175
46.5010.5274458575
47.0010.8465472475
47.5011.1358485075
48.0011.4756499875
48.5011.8136514600
49.0012.1947531200
49.5012.5671547425
50.0012.9712565025
50.5013.3884583200
51.0013.8315602500
51.5014.2889622425
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Input Report
99
Stage [ft]Area [ac]Area [ft2]
52.0014.7056640575
52.5015.2393663825
53.0015.7811687425
53.5016.4457716375
54.0017.3295754875
54.5018.5440807775
55.0020.1728878725
55.5021.1633921875
56.0021.1671922039
56.5021.1671922039
Comment: Initial Stage matches Node 208; Warning Stage set at existing low edge of pavement; Wetlands upstream of EX-1
Node: 203
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 35.44 ft
Warning Stage: 37.40 ft
Stage [ft]Area [ac]Area [ft2]
35.680.000625
36.000.0029125
36.500.02751200
37.000.05802525
37.500.09133975
38.000.14526325
38.500.21879525
39.000.280612225
39.500.326614225
40.000.377616450
40.500.431318788
41.000.508522150
41.500.641627950
42.000.833336300
42.501.038245225
43.001.244854225
43.501.258254807
44.001.258254807
35.440.00014
Comment: Initial Stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
Node: 204
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100
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 39.47 ft
Warning Stage: 43.80 ft
Stage [ft]Area [ac]Area [ft2]
39.950.000625
40.000.000729
40.500.0023100
41.000.0053231
41.500.0079346
42.000.0119517
42.500.0212925
43.000.03331450
43.500.05282300
44.000.08093525
44.500.12745550
45.000.18087875
45.500.22909975
46.000.272611875
46.500.323714100
47.000.358115600
47.500.374816325
48.000.395417225
48.500.420118300
49.000.445419400
49.500.483221050
50.000.511922300
50.500.536023350
51.000.563024525
51.500.583725425
52.000.611226625
52.500.642227975
53.000.671529250
53.500.713431075
54.000.758033017
54.500.758033017
39.470.00014
Comment: Initial stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
Node: 205
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 45.11 ft
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101
Warning Stage: 46.20 ft
Stage [ft]Area [ac]Area [ft2]
45.200.000625
45.500.0069300
46.000.02531100
46.500.06312750
47.000.11364950
47.500.16997400
48.000.233010150
48.500.292112725
49.000.351815325
49.500.416118125
50.000.443619325
50.500.465520275
51.000.494121525
51.500.533223225
52.000.597526025
52.500.653128450
53.000.748432600
53.500.923440225
54.001.194952050
54.501.387760450
55.001.569768375
55.501.636571288
56.001.636571288
45.110.00014
Comment: Initial stage matches pipe invert; Warning Stage set at existing low edge of pavement
Node: 206
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 46.70 ft
Warning Stage: 49.10 ft
Stage [ft]
Area [ac] Area [ft2]
46.70 0.0006 25
47.00 0.0052 225
47.50 0.0230 1000
48.00 0.0385 1675
48.50 0.0542 2363
49.00 0.0735 3200
49.50 0.1182 5150
50.00 0.1837 8000
50.50 0.2410 10500
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102
Stage [ft]Area [ac]Area [ft2]
51.000.291012675
51.500.339214775
52.000.384016725
52.500.429918725
53.000.494721550
53.500.561324450
54.000.664028925
54.500.790934450
55.001.159950525
55.501.294856400
56.001.299156590
56.501.299156590
Comment: Warning Stage set at existing low edge of pavement
Node: 207
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.47 ft
Warning Stage: 49.68 ft
Stage [ft]Area [ac]Area [ft2]
47.500.001775
48.000.04191825
48.500.07633325
49.000.11024800
49.500.14756425
50.000.20789050
50.500.280112200
51.000.377616450
51.500.447719500
52.000.501621850
52.500.552724075
53.000.603826300
53.500.731731875
54.000.919440050
54.501.103748075
55.001.392360650
55.501.459563577
56.001.459563577
47.470.00014
Comment:
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103
Node: 208
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:30.70 ft
Warning Stage:38.40 ft
Stage [ft]Area [ac]Area [ft2]
28.790.001150
29.000.0040175
29.500.0103450
30.000.02751200
30.500.05742500
31.000.11364950
31.500.16077000
32.000.20729025
32.500.260011325
33.000.303613225
33.500.340314825
34.000.376516400
34.500.421318350
35.000.475220700
35.500.524022825
36.000.576825125
36.500.626127275
37.000.672629300
37.500.728331725
38.000.781734050
38.500.840236600
39.000.915439875
39.500.992343225
40.001.067546500
40.501.138149575
41.001.221353200
41.501.278755700
42.001.343558525
42.501.413661575
43.001.483664625
43.501.540467100
44.001.569168350
44.501.594469450
45.001.623670725
45.501.655272100
46.001.695473850
46.501.720974962
47.001.762576775
47.501.782977663
48.001.796978275
48.501.806478687
49.001.810878880
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104
Stage [ft]Area [ac]Area [ft2]
49.501.810878880
28.500.00014
Comment: Initial Stage matches overland weir elevations to Tailwater; Warning Stage set at existing low edge of pavement; Wetlands downstream of EX-1
Node: 209
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 39.58 ft
Warning Stage: 43.60 ft
Stage [ft]Area [ac]Area [ft2]
40.170.000625
40.500.0030130
41.000.0075325
41.500.0161700
42.000.02361028
42.500.03671600
43.000.05572425
43.500.08033500
44.000.12055250
44.500.17057425
45.000.233610175
45.500.300713100
46.000.361615750
46.500.429318700
47.000.492421450
47.500.552124050
48.000.591125750
48.500.623927175
49.000.661228800
49.500.688129975
50.000.720331375
50.500.750732700
51.000.782334075
51.500.811535350
52.000.852337125
52.500.919440050
53.000.951941465
53.500.973542404
54.000.979542668
54.500.979542668
39.580.00014
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105
Comment: Initial stage matches pipe invert S-1; Warning Stage set at existing low edge of pavement; Roadside ditch
Node: 300
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:19.00 ft
Warning Stage:26.00 ft
Stage [ft]Area [ac]Area [ft2]
17.920.000625
18.000.000834
18.500.0049212
19.000.02531100
19.500.07233150
20.000.339814800
20.505.9607259650
21.008.6375376250
21.509.6970422400
22.0010.2095444725
22.5010.6313463100
23.0011.0474481225
23.5011.5077501275
24.0011.9152519025
24.5012.3347537300
25.0012.7393554925
25.5013.1095571050
26.0013.4171584450
26.5013.7253597875
27.0014.0484611950
27.5014.3761626225
28.0014.6792639425
28.5014.9736652250
29.0015.2324663525
29.5015.4884674675
30.0015.7432685775
30.5015.9389694300
31.0016.1450703275
31.5016.3229711025
32.0016.4951718525
32.5016.6885726950
33.0016.8830735425
33.5017.0822744100
34.0017.3181754375
34.5017.5890766175
35.0017.8352776900
35.5018.0693787100
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106
Stage [ft]Area [ac]Area [ft2]
36.0018.2960796975
36.5018.5044806050
37.0018.6800813700
37.5018.8699821975
38.0019.0496829800
38.5019.2166837075
39.0019.3980844975
39.5019.5862853175
40.0019.7934862200
40.5020.0103871650
41.0020.2307881250
41.5020.4333890075
42.0020.6824900925
42.5020.9240911450
43.0021.1725922275
43.5021.4308933525
44.0021.6793944350
44.5021.9680956925
45.0022.2400968775
45.5022.6067984750
46.0023.03151003250
46.5023.60941028425
47.0024.21601054850
47.5024.56671070125
48.0024.70041075950
48.5024.70301076065
49.0024.70301076065
Comment: I.E. = SHWL
Node: 302
Scenario: Existing Type: Stage/Area: Base Flow: 0.00 cfs Initial Stage: 19.00 ft Running Stage: 22.20 ft
Warning Stage: 22.20 ft
Stage [ft]Area [ac]Area [ft2]
18.460.000625
18.500.001150
19.000.0212925
19.500.13956075
20.000.303013200
20.500.451719675
21.000.604926350
21.500.718531300
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107
Stage [ft]Area [ac]Area [ft2]
22.000.834536350
22.501.003843725
23.001.259854875
23.501.379160075
24.001.448063075
24.501.499765325
25.001.543367225
25.501.584669025
26.001.627670900
26.501.667272625
27.001.697173925
27.501.724175100
28.001.752876350
28.501.781577600
29.001.811378900
29.501.842980275
30.001.879081850
30.501.912383300
31.001.945684750
31.501.972685925
32.002.001887200
32.502.030588450
33.002.058189650
33.502.073690325
34.002.086290875
34.502.100091475
35.002.113292050
35.502.120692375
36.002.157593980
36.502.157593980
17.630.00014
Comment: Initial Stage matches Node 305; Warning stage set to existing low edge of pavement; Wetlands upstream of EX-2
Node: 303
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 24.32 ft
Warning Stage: 24.99 ft
Stage [ft]Area [ac]Area [ft2]
24.320.000625
24.500.0057250
25.000.02891260
25.500.06262725
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108
Stage [ft]Area [ac]Area [ft2]
26.000.11024800
26.500.16647250
27.000.236510300
27.500.308813450
28.000.394917200
28.500.483821075
29.000.602626250
29.500.718031275
30.000.828736100
30.500.963041950
31.001.097347800
31.501.233953750
32.001.360259250
32.501.481364525
33.001.615070350
33.501.752876350
34.001.919883625
34.502.102391575
35.002.3106100650
35.502.5362110475
36.002.8300123275
36.503.1629137775
37.003.5813156000
37.503.8550167925
38.004.0812177775
38.504.2918186950
39.004.4760194975
39.504.6424202225
40.004.8106209550
40.504.9570215925
41.005.0803221300
41.505.2032226650
42.005.3168231600
42.505.4109235700
43.005.4947239350
43.505.5725242737
44.005.6405245700
44.505.7053248525
45.005.7978252550
45.505.8810256175
46.005.9625259725
46.506.0755264650
47.006.2638272850
47.506.4199279650
48.006.6334288950
48.506.8652299050
49.006.8836299851
49.506.8836299851
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109
Comment:
Node: 304
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 30.57 ft arning Stage: 32.80 ft
Stage [ft]Area [ac]Area [ft2]
30.700.000625
31.000.0086375
31.500.03671600
32.000.05972600
32.500.08843850
33.000.12975650
33.500.18428025
34.000.237010325
34.500.292712750
35.000.361015725
35.500.433318875
36.000.513122350
36.500.613526725
37.000.737532125
37.500.902839325
38.001.104248100
38.501.301156675
39.001.493365050
39.501.742475900
40.002.061589800
40.502.3468102225
41.002.6837116900
41.503.0992135000
42.003.5067152750
42.504.0668177150
43.004.7366206325
43.505.2135227100
44.005.6927247975
44.506.1920269725
45.006.7591294425
45.507.3060318250
46.007.8174340525
46.508.2748360450
47.008.6318376000
47.508.9285388925
48.009.2292402025
48.509.6493420325
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110
Stage [ft]Area [ac]Area [ft2]
49.009.9211432163
49.509.9211432163
30.570.00014
Comment: Initial Stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
Node: 305
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.00 ft
Warning Stage: 22.20 ft
Stage [ft]Area [ac]Area [ft2]
17.970.000625
18.000.000731
18.500.0057250
19.000.10454550
19.500.591125750
20.001.475064250
20.501.725875175
21.001.815979100
21.501.905483000
22.002.006487400
22.502.181595025
23.002.4845108225
23.502.6509115475
24.002.7445119550
24.502.8128122525
25.002.8593124550
25.502.8994126300
26.002.9391128025
26.502.9884130175
27.003.0246131750
27.503.0596133275
28.003.0900134600
28.503.1210135950
29.003.1560137475
29.503.1939139125
30.003.2467141425
30.503.2995143725
31.003.3448145700
31.503.3879147575
32.003.4343149600
32.503.4768151450
33.003.5176153225
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111
Stage [ft]Area [ac]Area [ft2]
33.503.5612155125
34.003.5939156550
34.503.6054157050
35.003.6186157625
35.503.6329158250
36.003.6507159025
36.503.6800160300
37.003.6932160875
37.503.6941160915
38.003.6941160915
Comment: Initial Stage matches overland weir elevations to Peace River; Warning stage set to existing low edge of pavement; Wetlands downstream of EX-2
Node: 306
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs initial Stage: 18.59 ft
Warning Stage: 19.10 ft
Stage [ft]Area [ac]Area [ft2]
18.590.0023100
19.000.257111200
19.503.9956174050
20.005.0161218500
20.505.5372241200
21.005.7157248975
21.505.8385254325
22.005.9366258600
22.506.0388263050
23.006.1157266400
23.506.2064270350
24.006.2907274025
24.506.4078279125
25.006.4997283125
25.506.6225288475
26.006.7218292800
26.506.8205297100
27.006.9186301375
27.506.9839304217
28.007.0489307050
28.507.1028309400
29.007.1694312300
29.507.2354315175
30.007.2876317450
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112
Stage [ft]Area [ac]Area [ft2]
30.507.3594320575
31.007.4082322700
31.507.4564324800
32.007.4914326325
32.507.5264327850
33.007.5706329775
33.507.6119331575
34.007.6486333175
34.507.6860334800
35.007.7290336675
35.507.7916339400
36.007.9322345525
36.508.0504350675
37.008.1198353700
37.508.1508355050
38.008.1723355986
38.508.1723355986
Comment:
Node: 308
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 29.98 ft Warning Stage: 33.43 ft
Warning Stage: 33.43 ft
Stage [ft]Area [ac]Area [ft2]
30.350.000625
30.500.001981
31.000.0049213
31.500.0109473
32.000.0189825
32.500.03791650
33.000.06032625
33.500.09133975
34.000.12515450
34.500.18147900
35.000.247910800
35.500.315113725
36.000.376516400
36.500.437319050
37.000.522822775
37.500.649728300
38.000.720331375
38.500.784034150
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113
Stage [ft]Area [ac]Area [ft2]
39.000.820135725
39.500.862037550
40.000.897239080
40.500.897239080
29.980.00014
Comment: Roadside ditch
Node: 400
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 31.71 ft
Warning Stage: 32.65 ft
Stage [ft]Area [ac]Area [ft2]
31.710.001150
32.000.0040175
32.500.0161700
33.000.03671600
33.500.07093087
34.000.11424975
34.500.19868650
35.000.331214425
35.500.497621675
36.000.797834750
36.501.948584875
37.003.3632146500
37.504.3825190900
38.005.2152227175
38.505.7903252225
39.006.2603272700
39.506.6213288425
40.006.9817304125
40.507.4139322950
41.007.8811343300
41.508.4068366200
42.008.9710390775
42.509.6556420600
43.0010.4798456500
43.5011.9829521975
44.0014.0989614150
44.5016.4245715450
45.0018.9704826350
45.5022.6222985425
46.0026.45661152450
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114
Stage [ft]Area [ac]Area [ft2]
46.5029.74861295850
47.0032.38751410800
47.5034.99021524175
48.0037.30311624925
48.5039.44391718175
49.0040.28981755025
49.5040.68011772025
50.0040.85341779573
50.5040.85341779573
Comment:
Node: 401
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 19.20 ft arning Stage: 50.50 ft
Warning Stage: 50.50 ft
Stage [ft]Area [ac]Area [ft2]
19.200.000625
19.500.0046200
20.000.14006100
20.503.2163140100
21.006.3137275025
21.507.3066318275
22.007.5677329650
22.507.7921339425
23.008.0756351775
23.508.3747364800
24.008.6846378300
24.508.9365389275
25.009.1822399975
25.509.4083409825
26.009.5908417775
26.509.8588429450
27.0010.0999439950
27.5010.3197449525
28.0010.5073457700
28.5010.7541468450
29.0010.9745478050
29.5011.1840487175
30.0011.4061496850
30.5011.6535507625
31.0011.9301519675
31.5012.1677530025
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115
Stage [ft]Area [ac]Area [ft2]
32.0012.3697538825
32.5012.5631547250
33.0012.7210554125
33.5012.8931561625
34.0013.0544568650
34.5013.2317576375
35.0013.4418585525
35.5013.6553594825
36.0013.7902600700
36.5013.9641608275
37.0014.1500616375
37.5014.3371624525
38.0014.5139632225
38.5014.6717639100
39.0014.8324646100
39.5015.0195654250
40.0015.2095662525
40.5015.3662669350
41.0015.5579677700
41.5015.7306685225
42.0015.9039692775
42.5016.0962701150
43.0016.2661708550
43.5016.5358720300
44.0016.6374724725
44.5016.6845726775
45.0016.7539729800
45.5016.8010731850
46.0016.8434733700
46.5016.8572734298
47.0016.8572734298
Comment:
Node: 402
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.16 ft
Warning Stage: 22.50 ft
Stage [ft]Area [ac]Area [ft2]
19.450.000625
19.500.001150
20.000.03561550
20.500.295012850
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116
Stage [ft]Area [ac]Area [ft2]
21.000.499921775
21.500.662328850
22.000.773133675
22.500.894738975
23.001.032544975
23.501.168550900
24.001.297656525
24.501.430862325
25.001.557667850
25.501.675873000
26.001.810778875
26.502.079390575
27.002.4242105600
27.502.6304114579
28.002.6304114579
19.160.00014
Comment: Initial Stage matches pipe invert; Warning stage set at low edge of pavement; Roadside ditch upstream of EX-3
Node: 403
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 40.69 ft
Warning Stage: 48.00 ft
Stage [ft]Area [ac]Area [ft2]
40.690.0026114
41.000.0152662
41.500.07083084
42.000.13115710
42.500.272711878
43.000.432618845
43.500.558524327
44.000.705330722
44.500.904639402
45.001.122248882
45.501.338558304
46.001.363359385
48.001.363359385
Comment:
Node: 404
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117
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.50 ft
warning Stage: 56.00 tt
Stage [ft]Area [ac]Area [ft2]
39.080.0026114
39.500.04201827
40.000.08483693
40.500.14886481
41.000.18938246
41.500.19828634
42.000.21219240
42.500.22059607
43.000.249110850
43.500.347415133
44.000.613526725
44.500.899339174
45.001.331958019
45.501.845880404
46.002.5380110555
46.503.3403145503
47.004.0115174741
47.504.8217210032
48.005.7079248635
48.506.7120292377
49.007.9889347997
49.509.2632403503
50.0011.9427520225
50.5016.7120727973
51.0021.5231937547
51.5025.70501119712
52.0031.18481358410
52.5034.79251515563
53.0035.23561534864
53.5035.36801540632
54.0035.39821541947
56.0035.39821541947
Comment: Initial stage estimated from aerial imagery and observed water
Node: 406
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 23.82 ft
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118
Warning Stage: 24.44 ft
Stage [ft]Area [ac]Area [ft2]
23.820.000625
24.000.001880
24.500.0080350
25.000.02581125
25.500.05422363
26.000.08613750
26.500.14066125
27.000.20498925
27.500.297912975
28.000.391417050
28.500.473520625
29.000.547523850
29.500.642227975
30.000.720831400
30.500.838536525
31.000.961941900
31.501.044045475
32.001.123248925
32.501.215652950
33.001.307456950
33.501.368859625
34.001.433162425
34.501.512365875
35.001.597269575
35.501.680473200
36.001.766076925
36.501.857280900
37.001.937684400
37.502.027788325
38.002.125892600
38.502.223496850
39.002.3264101338
39.502.4478106625
40.002.5987113200
40.502.7451119575
41.002.9109126800
41.503.1049135250
42.003.3597146350
42.503.8367167125
43.004.8215210025
43.506.6271288675
44.008.5399372000
44.509.8152427550
45.0010.9303476125
45.5011.8119514525
46.0012.2236532458
46.5012.2236532458
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119
Comment:
Node: 407
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.00 ft
Warning Stage: 29.30 ft
Stage [ft]Area [ac]Area [ft2]
19.640.000625
20.000.000837
20.500.001358
21.000.0027116
21.500.0039171
22.000.0056244
22.500.0073319
23.000.0092400
23.500.0128559
24.000.02931275
24.500.07233150
25.000.14126150
25.500.287512525
26.000.405217650
26.500.544723725
27.000.673229325
27.500.711130974
28.000.711130974
19.000.00014
Comment: Initial Stage assumed match adjacent SHWT of wetlands; Warning stage set to existing low edge of pavement; Roadside ditch downstream of EX-3
Node: 408
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 17.25 ft
Warning Stage: 27.00 ft
Stage [ft]Area [ac]Area [ft2]
17.250.000625
17.500.0029125
18.000.0195850
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120
Stage [ft]Area [ac]Area [ft2]
18.500.07923450
19.001.038245225
19.502.8891125850
20.006.3757277725
20.508.9589390250
21.0010.0511437825
21.5010.7891469975
22.0011.4893500475
22.5011.8021514100
23.0012.0363524300
23.5012.2595534025
24.0012.4621542850
24.5012.6435550750
25.0012.8099558000
25.5013.0039566450
26.0013.3264580500
26.5013.9830609100
27.0014.8037644850
27.5015.2204663000
28.0015.2835665750
28.5015.3065666750
29.0017.5500764478
29.5017.5500764478
Comment:
Node: 409
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 20.43 ft
Warning Stage: 22.40 ft
Stage [ft]Area [ac]Area [ft2]
20.430.0029125
20.500.0086375
21.000.14756425
21.500.402917550
22.000.531523150
22.500.638227800
23.000.687029925
23.500.729531775
24.000.773633700
24.500.813235425
25.000.860937500
25.500.917739975
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121
Stage [ft]Area [ac]Area [ft2]
26.000.982042775
26.501.084747250
27.001.302856750
27.501.422861976
28.001.422861976
Comment: Warning stage is set to weir invert el.
Node: 500
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.50 ft
Warning Stage: 54.00 ft
Stage [ft]Area [ac]Area [ft2]
44.850.0026114
45.000.0079343
45.500.04862118
46.000.07453247
46.500.12115276
47.000.18558080
47.500.20398880
48.000.343514961
48.500.658128667
49.001.533866813
49.504.9449215399
50.009.6145418807
50.5014.1477616276
51.0018.3637799925
51.5022.7921992825
52.0026.59911158657
52.5027.26471187652
54.0027.26471187652
Comment: Initial stage matches aerial imagery and observed water
Node: 501
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.33 ft
Warning Stage: 53.00 ft
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122
Stage [ft]Area [ac]Area [ft2]
42.030.0026114
42.500.03411485
43.000.09834283
43.500.14426282
44.000.21639422
44.500.309413477
45.000.437919073
45.500.558524327
46.000.713231065
46.500.875738146
47.000.988543057
47.501.200852308
48.001.426362130
48.501.581068868
49.001.819679262
49.502.273299020
50.002.4532106862
50.502.6455115238
51.002.8965126173
51.503.1004135053
52.003.1961139222
52.503.2060139651
53.003.2060139651
40.330.00014
Comment: I.E. pipe invert of CD-5
Node: 502
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 43.11 ft Warning Stage: 52.00 ft
Stage [ft]Area [ac]Area [ft2]
43.110.0026114
43.500.0118514
44.000.267411649
44.500.621427068
45.001.088147397
45.501.811778919
46.002.8710125060
46.504.1793182050
47.005.1887226021
47.506.2663272961
48.007.3675320929
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123
Stage [ft]Area [ac]Area [ft2]
48.508.4320367298
49.009.6092418579
49.5010.3355450215
50.0010.5871461174
52.0010.5871461174
Comment:
Node: 503
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.35 ft
Warning Stage: 54.00 ft
Stage [ft]Area [ac]Area [ft2]
48.350.0026114
48.500.0144628
49.000.08393655
49.500.13635939
50.000.490321357
50.502.5511111126
51.005.3120231389
51.505.9360258571
52.006.1234266737
52.506.3592277008
54.006.3592277008
Comment:
Node: 600
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.60 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
47.352.5046109100
47.502.5253110000
48.002.5643111700
48.502.6165113975
49.002.6969117475
49.502.9109126800
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124
Stage [ft]Area [ac]Area [ft2]
50.003.3815147300
50.504.5764199350
51.006.9416302375
51.509.4209410375
52.0011.2862491625
52.5013.2679577950
53.0015.4081671175
53.5019.4071845375
54.0020.7008901725
54.5020.7736904900
55.0020.8680909010
55.5020.8680909010
Comment: Initial stage matches aerial imagery and observed water
Node: 601
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.50 ft
Warning Stage: 56.00 ft
Stage [ft]Area [ac]Area [ft2]
46.860.0026114
47.000.0039171
47.500.02881256
48.000.15736853
48.500.364415875
49.000.676429466
49.501.709574465
50.004.1190179423
50.507.6664333949
51.0011.7199510517
51.5013.4136584297
52.0013.8925605159
52.5014.4440629181
53.0014.6608638623
53.5014.7616643017
56.0014.7616643017
Comment: Initial stage matches slightly lower stage in Node 600
Node: 602
Scenario: Existing
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125
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.90 ft
Warning Stage: 51.30 ft
Stage [ft]Area [ac]Area [ft2]
50.900.0026114
51.000.0094411
51.500.08203573
52.000.18798185
52.500.359215647
53.000.555224184
53.500.626027268
54.000.675629428
54.500.678429549
55.000.678429549
Comment:
Node: 603
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.20 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
49.700.0026114
50.000.13635939
50.500.624027182
51.001.484064643
51.504.4703194728
52.008.3717364672
52.5011.0120479681
53.0014.8425646541
53.5018.7098815000
54.0023.34271016809
54.5027.12351181499
55.0029.30751276636
55.5030.23041316838
56.0030.60801333284
56.5030.71771338063
58.0030.71771338063
Comment: Initial Stage estimated from aerial imagery and observed water
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126
Node: 604
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.80 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
52.840.0026114
53.000.02621142
53.500.823335862
54.0010.0864439365
54.5010.9752478082
55.0011.0565481622
55.5011.1090483906
56.0011.2532490188
56.5011.4760499896
57.0011.5607503584
59.0011.5607503584
52.800.00014
Comment:
Node: 605
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.27 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
52.270.000625
52.500.0086375
53.000.15096575
53.500.579725250
54.002.215996525
54.502.6739116475
55.002.8421123800
55.503.0274131875
56.003.2943143500
56.503.7965165375
57.004.1282179825
57.504.3033187450
58.004.3450189270
58.504.3450189270
Comment:
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127
Node: 606
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.00 ft
Warning Stage: 53.56 ft
Stage [ft]Area [ac]Area [ft2]
51.040.000625
51.500.04131800
52.000.344415000
52.500.795534650
53.001.013544150
53.501.309157025
54.002.017987900
54.505.5911243550
55.0011.3717495350
55.5017.2572751725
56.0023.31501015600
56.5024.78541079650
57.0025.05621091450
57.5025.12571094475
58.0025.22701098890
58.5025.22701098890
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 607
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.27 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
50.270.0026114
50.500.0076332
51.000.14516320
51.500.411617931
52.001.064546369
52.505.8966256858
53.0012.0057522966
53.5018.3611799810
54.0022.8550995566
54.5026.23471142782
55.0029.35471278692
55.5032.75531426822
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128
Stage [ft]Area [ac]Area [ft2]
56.0035.44011543772
56.5038.58641680824
57.0041.50201807825
57.5045.73371992160
58.0046.25552014887
58.5046.37292020004
59.0046.41952022035
60.0046.41952022035
Comment:
Node: 608
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 53.00 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
52.860.0026114
53.000.0038167
53.500.0129562
54.000.08133541
54.500.285812449
55.000.642427981
55.501.334558133
56.005.9832260627
56.5011.5704504007
57.0015.1572660246
57.5017.5982766575
58.0018.1304789760
58.5018.2015792859
60.0018.2015792859
Comment:
Node: 609
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.60 ft
Warning Stage: 55.00 ft
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129
Stage [ft]Area [ac]Area [ft2]
46.970.0026114
47.000.0039171
47.500.941341001
48.001.381760189
48.501.667572637
49.002.7713120720
49.505.6869247721
50.007.8080340116
50.5011.5363502523
51.0017.2416751043
51.5022.8157993853
52.0029.12401268641
52.5035.21201533836
53.0038.06471658096
53.5039.12391704237
54.0039.28001711036
55.0039.28001711036
Comment: Initial stage matches aerial imagery and observed water in Node 600
Node: 801
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 52.41 ft Warning Stage: 59.00 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
52.410.000625
52.500.002192
53.000.05342325
53.500.368516050
54.001.695473850
54.5010.0224436575
55.0015.0476655475
55.5015.7042684075
56.0015.7120684413
56.5015.7120684413
___
Comment:
Node: 803
Scenario: Type: Existing Stage/Area
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130
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
50.980.000625
51.000.000628
51.500.0161700
52.000.13665950
52.500.319713925
53.000.520022650
53.500.736932100
54.001.051445800
54.501.545067300
55.001.903182900
55.502.075390400
56.002.5264110050
56.502.9319127713
57.002.9337127792
57.502.9337127792
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 805
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 49.40 ft arning Stage: 58.00 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
48.260.0026114
48.500.07983475
49.000.11274911
49.500.16267081
50.003.0860134425
50.506.2165270791
51.009.1871400191
51.5012.1944531189
52.0014.9789652480
52.5019.0218828591
53.0023.37941018408
53.5029.83721299706
54.0035.85701561932
54.5038.86961693159
55.0040.09141746380
55.5040.33261756888
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131
Stage [ft]Area [ac]Area [ft2]
56.0040.42961761113
56.5040.45311762136
57.0040.46551762676
58.0040.46551762676
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 806
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.00 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
49.470.0026114
49.500.0079343
50.000.19408452
50.500.456219873
51.000.988543057
51.504.0797177710
52.0014.5096632036
52.5022.7947992939
53.0030.23831317180
53.5040.87271780415
54.0063.39482761476
54.5079.72923473003
55.0084.66363687945
55.5086.32593760354
56.0086.96303788107
56.5087.19373798158
57.0087.37723806152
57.5087.43493808665
58.0087.46703810064
58.5087.47993810624
59.0087.48283810751
60.0087.48283810751
Comment: Initial Stage estimated from aerial imagery and observed water
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
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132
Initial Stage: 51.50 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
49.570.0052228
50.000.650228324
50.501.945484744
51.0015.3459668469
51.5046.33672018428
52.0060.79912648409
52.5069.87353043688
53.0078.22423407446
53.5088.69603863600
54.00102.38764460003
54.50113.29994935344
55.00119.28835196198
55.50120.56255251704
56.00120.91915267237
56.50120.97165269521
57.00121.01195271278
57.50121.01405271369
59.00121.01405271369
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 808
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
51.000.0052228
51.500.624027182
52.000.907239517
52.503.5553154868
53.005.3644233673
53.507.9391345827
54.0012.0266523880
54.5015.0051653622
55.0017.3071753898
55.5018.0439785991
56.0018.2353794328
56.5018.3546799525
57.0018.4407803275
57.5018.5184806663
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133
Stage [ft]Area [ac]Area [ft2]
58.0018.6323811623
59.0018.6323811623
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 809
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
50.160.0026114
50.500.08393655
51.000.686929923
51.504.7823208318
52.009.0455394023
52.5013.1829574246
53.0016.6516725346
53.5020.1938879643
54.0024.82931081566
54.5034.02171481985
55.0041.04311787839
55.5042.71851860819
56.0042.95451871097
56.5042.97861872146
58.0042.97861872146
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 810
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 53.34 ft arning Stage: 58.00 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
53.340.0026114
53.500.0091395
54.000.19668566
54.501.615170353
55.003.1594137623
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134
Stage [ft]Area [ac]Area [ft2]
55.503.6798160293
56.003.8411167317
56.503.8649168355
58.003.8649168355
Comment:
Node: 811
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
51.160.000625
51.502.4966108750
52.002.8994126300
52.503.6524159100
53.005.0356219350
53.506.6012287550
54.008.6455376600
54.5011.3091492625
55.0017.2509751450
55.5023.12331007250
56.0025.89931128175
56.5027.34731191250
57.0027.58761201718
57.5027.58761201718
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 812
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
51.330.0026114
51.500.0118514
52.000.650228324
52.502.3151100847
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135
Stage [ft]Area [ac]Area [ft2]
53.003.9695172913
53.505.3382232531
54.007.5117327211
54.5012.1682530047
55.0015.2358663673
55.5016.1430703189
56.0016.4445716323
56.5016.5352720272
58.0016.5352720272
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 813
Scenario: Existing Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 51.50 ft arning Stage: 59.00 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
51.220.0026114
51.500.04231841
52.000.15736853
52.500.765633349
53.001.583668983
53.502.5616111583
54.003.8437167431
54.505.3172231617
55.005.8914256629
55.506.1064265994
56.006.3057274674
56.506.3680277390
57.006.4354280328
57.506.4757282082
58.006.5546285517
59.006.5546285517
Comment: Initial Stage estimated from aerial imagery and observed water
Scenario:Existing
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:51.63 ft
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136
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
51.630.0026114
52.000.05512398
52.500.249110850
53.000.553224098
53.500.867837803
54.002.123792510
54.502.9365127915
55.003.4976152356
55.503.9827173485
56.004.7850208433
56.504.8648211911
58.004.8648211911
Comment:
Node: 815
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.48 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
52.480.0026114
52.500.0052228
53.000.04672033
53.500.09964340
54.000.236010279
54.500.679129580
55.001.533866813
55.501.903582916
56.002.068790111
56.502.116992210
58.002.116992210
Comment:
Node: 816
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 53.39 ft
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137
Warning Stage: 54.50 ft
Stage [ft]Area [ac]Area [ft2]
53.390.0026114
53.500.0067291
54.000.09704226
54.501.088147397
55.002.081890683
55.502.167194401
56.002.184795163
57.002.184795163
Comment:
Node: 817
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.00 ft
Warning Stage: 57.00 ft
Stage [ft]Area [ac]Area [ft2]
51.280.0026114
51.500.0060262
52.000.03741627
52.500.07563294
53.000.08723800
53.500.16527195
54.001.607270011
54.507.4278323556
55.0013.1226571619
55.5015.3984670754
56.0015.5874678989
57.0015.5874678989
Comment:
Node: 818
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
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138
Stage [ft]Area [ac]Area [ft2]
50.660.0026114
51.000.0184799
51.500.527022956
52.000.993743285
52.502.6140113867
53.003.9486172000
53.505.5873243381
54.0010.3381450329
54.5018.7256815686
55.0031.75641383308
55.5043.42901891769
56.0045.79921995015
56.5046.17162011233
57.0046.23872014159
58.0046.23872014159
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 819
Scenario: Existing Type: Stage/Area: Base Flow: 0.00 cfs Initial Stage: 51.50 ft Running Stage: 58.00 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
51.110.0026114
51.500.09904311
52.000.14816453
52.500.20368870
53.000.241210507
53.500.283212335
54.000.323814105
54.500.395017208
55.002.5118109413
55.507.2784317046
56.0010.0759438908
56.5010.6423463577
57.0010.7565468555
58.0010.7565468555
Comment: Initial Stage estimated from aerial imagery and observed water
Node: Citrus Outfall
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139
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
warning Stage: 50.00 tt
Stage [ft]Area [ac]Area [ft2]
47.500.11885175
48.000.22049600
48.500.866037725
49.001.106548200
49.501.345358600
50.001.752876350
50.502.128792725
51.002.3445102125
51.502.6102113700
52.002.9396128050
52.503.3735146950
53.003.6829160425
53.504.1500180775
54.004.7205205625
54.505.2037226675
55.005.7151248950
55.506.0491263500
56.006.3091274825
56.506.5083283500
57.006.6506289700
57.516.7348293370
58.006.7661294730
58.506.7661294730
46.500.00014
Comment: Initial Stage matches aerial observed water
Node: Citrus Pond 1
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.90 ft
Stage [ft]Area [ac]Area [ft2]
38.903.9200170755
48.405.5000239580
49.275.6600246550
50.905.9600259618
52.906.1500267894
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140
Stage [ft]Area [ac]Area [ft2]
45.905.0600220414
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
Node: Citrus Pond 2
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.90 ft
Stage [ft]Area [ac]Area [ft2]
45.902.7800121097
48.403.1400136778
49.273.2600142006
50.903.5100152896
51.903.6600159430
Comment: From SWFWMD ERP Permit 11050.010; I initial stage adjusted from permit to match NWL of pond. Converted to NAVD
Node: Citrus Swale DS
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.30 ft
Stage [ft]Area [ac]Area [ft2]
43.100.15006534
51.100.350015246
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
Node: Citrus Swale US
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 52.30 ft
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141
Stage [ft]Area [ac]Area [ft2]
44.300.15006534
52.300.350015246
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
Node: Peace River Trib1
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 48.50 ft
Warning Stage: 50.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 48.50
0 0 0 999.0000 48.50
Comment: FEMA 100 Year Floodplain Peace River Zone A
Node: Peace River Trib2
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 39.00 ft
Warning Stage: 39.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 39.00
0 0 0 999.0000 39.00
Comment: FEMA 100 Year Floodplain Peace River Zone A
Node: Peace River US
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 18.70 ft
Warning Stage: 18.70 ft
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142
Boundary Stage: PeaceRiver1
Year Month Day Hour Stage [ft]
0 0 0 0.0000 18.70
0 0 0 999.0000 18.70
Comment:
Node: Peace River1
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
I initial Stage: 18.70 ft
Warning Stage: 18.70 ft
Boundary Stage: PeaceRiver1
Year Month Day Hour Stage [ft]
0 0 0 0.0000 18.70
0 0 0 999.0000 18.70
Comment:
Node: TW-North
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 54.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 54.00
0 0 0 999.0000 54.00
Comment:
Node: TW-West
Scenario: Existing
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 49.00 ft
Warning Stage: 49.00 ft
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143
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 49.00
0 0 0 999.0000 49.00
Comment:
Node: TW-south
Scenario: Existing
Scenario: Existing Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 54.00 ft Warning Stage: 54.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 54.00
0 0 0 999.0000 54.00
Comment:
Node: 100
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.71 ft
Warning Stage: 61.00 ft
Stage [ft]Area [ac]Area [ft2]
52.710.0026114
53.000.02801218
53.500.08523712
54.000.233310165
54.501.169450938
55.003.2354140935
55.505.6712247036
56.008.5841373923
56.5012.7529555516
57.0018.3218798097
57.5029.84761300163
58.0041.27651798003
58.5042.30161842659
59.0042.36151845268
59.5042.38061846097
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144
Stage [ft]Area [ac]Area [ft2]
60.0042.39311846641
60.5042.45691849423
61.0042.45691849423
Comment:
Node: 101
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
49.930.0026114
50.000.0058251
50.500.0128559
51.000.0144629
51.500.0173754
52.000.06933018
52.500.15736853
53.000.338214733
53.500.537523413
54.000.867837803
54.501.366059503
55.002.228697078
55.503.7152161835
56.008.4661368783
56.5010.9569477282
57.0011.3493494376
57.5011.3601494844
58.0011.3601494844
Comment: IE = TW
Node: 102
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 44.00 ft
Warning Stage: 52.10 ft
Stage [ft]Area [ac]Area [ft2]
39.250.000625
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145
Stage [ft]Area [ac]Area [ft2]
39.500.001147
40.000.0042183
40.500.0092400
41.000.05172250
41.500.09434108
42.000.14726413
42.500.17877783
43.000.258811275
43.500.293312775
44.000.348415175
44.500.386816850
45.000.425818550
45.500.468320400
46.000.517122525
46.500.572824950
47.000.634227625
47.500.718531300
48.000.824235900
48.500.921140125
49.001.100247925
49.501.448663100
50.002.3726103350
50.504.0794177700
51.006.2781273475
51.507.7462337425
52.008.8573385825
52.509.8255428000
53.0011.2006487900
53.5013.1967574850
54.0014.7526642625
54.5016.8320733200
55.0019.2074836675
55.5022.8403994925
56.0025.62441116200
56.5027.11661181200
57.0027.11661181200
Comment: Initial stage matches Node 113; Warning Stage set at existing low edge of pavement
Scenario:PD&E
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:48.19 ft
Warning Stage:50.00 ft
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146
Stage [ft]Area [ac]Area [ft2]
48.500.001775
49.000.07863425
49.500.15506750
50.000.22909975
50.500.299013025
51.000.370216125
51.500.448219525
52.000.507922125
52.500.594625900
53.000.831636225
53.501.174251150
54.001.414761625
54.501.701174100
55.002.008287475
55.502.141093260
56.002.155093873
56.502.155093873
48.190.00014
Comment:
Node: 102B
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.40 ft
Warning Stage: 49.40 ft
Stage [ft]Area [ac]Area [ft2]
49.400.000625
49.500.000939
50.000.0055240
50.500.03211400
51.000.232410125
51.500.452319700
52.000.541223575
52.500.592325800
53.000.652028400
53.500.803535000
54.000.876138165
54.500.876138165
Comment:
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147
Node: 102C
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 49.61 ft
Warning Stage: 50.37 ft
Stage [ft]Area [ac]Area [ft2]
49.610.000625
50.000.0166725
50.500.235910275
51.000.541223575
51.500.715731175
52.000.741532300
52.500.754132850
53.000.768533475
53.500.795534650
54.000.832036241
54.500.832036241
Comment:
Node: 102D
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.99 ft
warning Stage: 50.3 / tt
Stage [ft]Area [ac]Area [ft2]
48.990.000625
49.000.000833
49.500.0085369
50.000.08553725
50.500.576225100
51.001.101447975
51.501.427962200
52.001.471564100
52.501.499165300
53.001.530166650
53.501.582368925
54.001.704574250
54.501.711974569
55.001.711974569
Comment:
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148
Node: 103
Scenario: PD&E
Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 51.20 ft Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
50.470.0026114
50.500.0036157
51.000.02521096
51.500.19408452
52.000.492921471
52.500.658128667
53.000.938640887
53.502.4803108042
54.006.9716303684
54.5017.8866779139
55.0040.93041782928
55.5066.69052905038
56.0080.23783495159
56.5083.51523637921
57.0084.07363662248
57.5084.13983665132
58.0084.13983665132
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 104
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 48.40 ft
Warning Stage: 57.00 ft
Stage [ft]Area [ac]Area [ft2]
45.580.0026114
46.000.04982170
46.500.16917367
47.000.346115076
47.500.516522499
48.000.972742372
48.501.824879490
49.002.8710125060
49.505.4850238927
50.0013.9957609651
50.5027.52991199202
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149
Stage [ft]Area [ac]Area [ft2]
51.0037.36461627602
51.5042.29381842317
52.0045.78881994558
52.5050.12542183461
53.0054.27842364369
53.5058.24542537168
54.0061.18452665197
54.5063.65962773011
55.0066.16352882082
55.5068.10892966825
56.0069.73983037864
56.5070.42943067906
57.0070.42943067906
Comment: Initial stage estimated from aerial imagery
Node: 105
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 50.00 ft Warning Stage: 60.50 ft
Stage [ft]Area [ac]Area [ft2]
48.730.0026114
49.000.03671599
49.500.933440659
50.002.123792510
50.505.7708251376
51.0012.7319554602
51.5024.07691048788
52.0033.31121451034
52.5039.89471737815
53.0050.03882179692
53.5061.44152676390
54.0077.36683370100
54.5098.25814280122
55.00115.20865018488
55.50128.33385590222
56.00140.75376131233
56.50148.66666475918
57.00155.92666792165
57.50159.93556966791
58.00161.11807018300
58.50161.40687030882
59.00161.41297031146
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150
Stage [ft]Area [ac]Area [ft2]
59.50161.41497031231
60.00161.42827031811
60.50161.42827031811
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 106
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.80 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
50.950.000625
51.000.000941
51.500.235310250
52.000.542923650
52.502.163194225
53.006.2385271750
53.508.9233388700
54.0012.9155562600
54.5023.26271013325
55.0035.80181559525
55.5045.28701972700
56.0054.09262356275
56.5058.85162563575
57.0060.56702638300
57.5061.48822678425
58.0061.49732678823
58.5061.49732678823
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 107
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.25 ft
Warning Stage: 57.00 ft
Stage [ft]Area [ac]Area [ft2]
52.250.000625
52.500.0057250
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151
Stage [ft]Area [ac]Area [ft2]
53.000.07583300
53.500.14186175
54.000.755932925
54.504.1047178800
55.005.0069218100
55.505.0509220017
56.005.0593220385
56.505.0595220390
57.005.0595220390
Comment:
Node: 110
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 49.50 ft arning Stage: 61.00 ft
Warning Stage: 61.00 ft
Stage [ft]Area [ac]Area [ft2]
49.060.000625
49.500.05282300
50.000.16997400
50.500.268611700
51.000.389716975
51.500.909739625
52.002.4650107375
52.505.0775221175
53.009.1581398925
53.5016.7832731075
54.0026.94501173725
54.5034.86691518800
55.0038.84811692225
55.5042.76571862875
56.0046.53122026900
56.5047.62632074600
57.0048.44012110050
57.5048.59162116650
58.0048.61312117585
58.5048.61982117877
59.0048.62052117910
59.5048.62052117910
Comment: Initial Stage matches outfall ditch elev per SWFWMD Permit 11050.010
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152
Node: 111
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.34 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
51.340.0026114
51.500.0052228
52.000.06552855
52.500.728931750
53.001.953385086
53.503.4635150871
54.004.2737186162
54.504.8059209346
55.005.0078218141
55.505.0576220310
56.005.1033222298
56.505.1258223280
57.005.1468224194
57.505.1494224310
59.005.1494224310
Comment:
Node: 112
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 44.00 ft
Warning Stage: 47.40 ft
Stage [ft]Area [ac]Area [ft2]
35.090.000625
35.500.0037163
36.000.0109475
36.500.0187812
37.000.02701175
37.500.04822100
38.000.07633325
38.500.09354075
39.000.10504575
39.500.12175300
40.000.13725975
40.500.15276650
41.000.16417150
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153
Stage [ft]Area [ac]Area [ft2]
41.500.17737725
42.000.19518500
42.500.20959125
43.000.22279700
43.500.236510300
44.000.253211028
44.500.271511825
45.000.289312600
45.500.306513350
46.000.335714625
46.500.373616275
47.000.408617800
47.500.451719675
48.000.505122000
48.500.575625075
49.000.650828350
49.500.744432425
50.000.859237425
50.500.935540750
51.001.039445275
51.501.157050400
52.001.312057150
52.501.489964900
53.001.686273450
53.502.152893775
54.002.7990121925
54.503.5354154000
55.003.9405171650
55.504.3658190175
56.004.7222205700
56.505.1682225125
57.005.2598229119
57.505.2638229291
58.005.2638229291
Comment: Initial stage matches overflow weir control elevation to tailwater; Warning Stage set at existing low edge of pavement
Node: 113
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 44.00 ft
Warning Stage: 49.30 ft
Stage [ft]Area [ac]Area [ft2]
38.450.000625
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154
Stage [ft]Area [ac]Area [ft2]
38.500.0034150
39.000.0155675
39.500.03391475
40.000.05222275
40.500.07293175
41.000.09013925
41.500.10044375
42.000.11825150
42.500.13265775
43.000.14526325
43.500.16187050
44.000.17457600
44.500.19178350
45.000.20769045
45.500.22279700
46.000.237610350
46.500.253711050
47.000.268611700
47.500.286412475
48.000.305913325
48.500.322014025
49.000.344415000
49.500.398317350
50.000.470020475
50.500.552724075
51.000.647428200
51.500.773133675
52.001.049745725
52.502.007687450
53.002.9741129550
53.503.9096170300
54.004.7423206575
54.505.5630242325
55.006.3435276325
55.506.9990304875
56.007.2165314350
56.507.2591316205
57.007.2591316205
Comment: Initial stage matches Node 112; Warning Stage set at existing low edge of pavement
Node: 114
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.05 ft
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155
Warning Stage: 52.10 ft
Stage [ft]Area [ac]Area [ft2]
51.050.000625
51.500.17277525
52.000.673229325
52.501.075046825
53.002.048989250
53.503.4062148375
54.004.8324210500
54.505.5722242725
55.005.9785260425
55.506.3470276475
56.006.9628303300
56.507.4811325875
57.007.7106335875
57.507.7432337292
58.007.7432337292
Comment:
Node: 180
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 50.50 ft arning Stage: 60.00 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
50.960.0052228
51.000.0066286
51.500.02311006
52.000.15216624
52.500.401217474
53.000.794434606
53.501.827579604
54.003.6261157952
54.506.2322271476
55.009.9606433883
55.5017.7397772743
56.0025.60801115486
56.5030.23831317180
57.0032.10771398612
57.5033.08571441212
58.0033.45541457316
58.5033.47701458257
60.0033.47701458257
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156
Stage [ft]Area [ac]Area [ft2]
50.500.00014
Comment: Initial stage estimated using low point of DEM
Node: 181
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 61.00 ft
Stage [ft]Area [ac]Area [ft2]
53.300.0026114
53.500.322514048
54.006.9454302541
54.5010.3827452270
55.0012.1682530047
55.5023.74911034511
56.0054.58262377617
56.5064.13942793912
57.0065.27202843250
57.5065.70202861981
58.0065.89082870204
58.5065.95132872839
59.0065.95592873039
59.5065.98462874290
61.0065.98462874290
Comment:
Node: 198
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.24 ft
Warning Stage: 61.00 ft
Stage [ft]Area [ac]Area [ft2]
50.240.000625
50.500.0057250
51.000.05682475
51.500.12635500
52.000.303613225
52.501.787877875
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157
Stage [ft]Area [ac]Area [ft2]
53.004.7940208825
53.508.1009352875
54.0011.9370519975
54.5016.7792730900
55.0022.2182967825
55.5026.87331170600
56.0032.17171401400
56.5038.90901694875
57.0048.22772100800
57.5065.27432843350
58.0077.32503368275
58.5081.34533543400
59.0082.32783586200
59.5082.69713602287
60.0082.69713602287
Comment:
Node: 199
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 48.80 ft Warning Stage: 60.00 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
49.530.000625
50.000.002192
50.500.0083363
51.000.02531100
51.500.12545463
52.000.280612225
52.500.510222225
53.000.863837625
53.501.209852700
54.001.503165475
54.501.894582525
55.002.3014100250
55.502.3675103129
56.002.3675103129
48.800.00014
Comment:
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Input Report
158
Node: 200
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.50 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
46.620.0026114
47.000.18097880
47.501.006843857
48.001.966485657
48.503.1043135224
49.004.8820212658
49.507.6586333607
50.0010.6842465404
50.5014.6013636034
51.0019.4859848806
51.5025.76801122453
52.0032.69241424081
52.5040.05211744667
53.0047.43792066396
53.5055.36922411880
54.0062.59252726528
54.5068.49962983842
55.0074.14453229736
55.5079.59283467064
56.0084.43813678123
56.5087.55293813804
57.0088.65413861772
57.5088.92943873764
58.0089.11823881987
58.5089.16743884131
59.0089.16743884131
Comment: Initial Stage based on 0.5 ft of water in culvert based on field review
Node: 201
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 36.00 ft
Warning Stage: 55.50 ft
Stage [ft]Area [ac]Area [ft2]
34.570.000625
35.000.0037159
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159
Stage [ft]Area [ac]Area [ft2]
35.500.0182792
36.000.04071775
36.500.07463250
37.000.12345375
37.500.19288400
38.000.289812625
38.500.392617100
39.000.560124400
39.500.876438175
40.001.702874175
40.502.8834125600
41.004.2287184200
41.505.4500237400
42.006.4968283000
42.507.7806338925
43.009.0238393075
43.5010.3725451825
44.0011.9330519800
44.5013.8240602175
45.0015.9946696725
45.5019.4071845375
46.0023.67481031275
46.5027.66591205125
47.0031.48651371550
47.5036.79061602600
48.0041.30801799375
48.5046.52612026675
49.0052.09192269125
49.5057.90352522275
50.0064.12712793375
50.5069.77623039450
51.0075.91203306725
51.5081.65063556700
52.0087.28823802275
52.5090.98663963375
53.0093.21174060300
53.5094.95874136400
54.0096.68394211550
54.5098.58474294350
55.00101.04114401350
55.50104.87094568175
56.00107.02774662125
56.50107.90294700249
57.00107.90294700249
Comment: Initial Stage set at overflow weir elevation
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160
Node: 202
Scenario:PD&E
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:30.70 ft
Warning Stage:38.90 ft
Stage [ft]Area [ac]Area [ft2]
28.340.000625
28.500.001775
29.000.0052225
29.500.0098425
30.000.0207900
30.500.04071775
31.000.11424975
31.500.289812625
32.000.613526725
32.501.031344925
33.001.584069000
33.502.007687450
34.002.3864103950
34.502.8289123225
35.003.3058144000
35.503.7150161825
36.003.9658172750
36.504.1833182225
37.004.3985191600
37.504.6367201975
38.004.9128214000
38.505.1865225925
39.005.4603237850
39.505.7346249800
40.006.0061261625
40.506.2965274275
41.006.6030287625
41.506.9267301725
42.007.2831317250
42.507.7571337900
43.008.4665368800
43.508.8579385850
44.009.0880395875
44.509.3337406575
45.009.6275419375
45.509.9202432125
46.0010.2198445175
46.5010.5274458575
47.0010.8465472475
47.5011.1358485075
48.0011.4756499875
48.5011.8136514600
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161
Stage [ft]Area [ac]Area [ft2]
49.0012.1947531200
49.5012.5671547425
50.0012.9712565025
50.5013.3884583200
51.0013.8315602500
51.5014.2889622425
52.0014.7056640575
52.5015.2393663825
53.0015.7811687425
53.5016.4457716375
54.0017.3295754875
54.5018.5440807775
55.0020.1728878725
55.5021.1633921875
56.0021.1671922039
56.5021.1671922039
Comment: Initial Stage matches Node 208; Warning Stage set at existing low edge of pavement; Wetlands upstream of EX-1
Node: 203
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 35.44 ft
Warning Stage: 37.40 ft
Stage [ft]Area [ac]Area [ft2]
35.680.000625
36.000.0029125
36.500.02751200
37.000.05802525
37.500.09133975
38.000.14526325
38.500.21879525
39.000.280612225
39.500.326614225
40.000.377616450
40.500.431318788
41.000.508522150
41.500.641627950
42.000.833336300
42.501.038245225
43.001.244854225
43.501.258254807
44.001.258254807
35.440.00014
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162
Comment: Initial Stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
Node: 204
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 39.47 ft
Warning Stage: 43.80 ft
Stage [ft]Area [ac]Area [ft2]
39.950.000625
40.000.000729
40.500.0023100
41.000.0053231
41.500.0079346
42.000.0119517
42.500.0212925
43.000.03331450
43.500.05282300
44.000.08093525
44.500.12745550
45.000.18087875
45.500.22909975
46.000.272611875
46.500.323714100
47.000.358115600
47.500.374816325
48.000.395417225
48.500.420118300
49.000.445419400
49.500.483221050
50.000.511922300
50.500.536023350
51.000.563024525
51.500.583725425
52.000.611226625
52.500.642227975
53.000.671529250
53.500.713431075
54.000.758033017
54.500.758033017
39.470.00014
Comment: Initial stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
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163
Node: 205
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 45.11 ft
Warning Stage: 46.20 ft
Stage [ft]Area [ac]Area [ft2]
45.200.000625
45.500.0069300
46.000.02531100
46.500.06312750
47.000.11364950
47.500.16997400
48.000.233010150
48.500.292112725
49.000.351815325
49.500.416118125
50.000.443619325
50.500.465520275
51.000.494121525
51.500.533223225
52.000.597526025
52.500.653128450
53.000.748432600
53.500.923440225
54.001.194952050
54.501.387760450
55.001.569768375
55.501.636571288
56.001.636571288
45.110.00014
Comment: Initial stage matches pipe invert; Warning Stage set at existing low edge of pavement
Node: 206
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 46.70 ft
Warning Stage: 49.10 ft
Stage [ft]Area [ac]Area [ft2]
46.700.000625
47.000.0052225
47.500.02301000
48.000.03851675
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164
Stage [ft]Area [ac]Area [ft2]
48.500.05422363
49.000.07353200
49.500.11825150
50.000.18378000
50.500.241010500
51.000.291012675
51.500.339214775
52.000.384016725
52.500.429918725
53.000.494721550
53.500.561324450
54.000.664028925
54.500.790934450
55.001.159950525
55.501.294856400
56.001.299156590
56.501.299156590
Comment: Warning Stage set at existing low edge of pavement
Node: 207
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 47.47 ft Warning Stage: 49.68 ft
Warning Stage: 49.68 ft
Stage [ft]Area [ac]Area [ft2]
47.500.001775
48.000.04191825
48.500.07633325
49.000.11024800
49.500.14756425
50.000.20789050
50.500.280112200
51.000.377616450
51.500.447719500
52.000.501621850
52.500.552724075
53.000.603826300
53.500.731731875
54.000.919440050
54.501.103748075
55.001.392360650
55.501.459563577
56.001.459563577
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165
Stage [ft]Area [ac]Area [ft2]
47.470.00014
Comment:
Node: 208
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 30.70 ft
Warning Stage: 38.40 ft
Stage [ft]Area [ac]Area [ft2]
28.790.001150
29.000.0040175
29.500.0103450
30.000.02751200
30.500.05742500
31.000.11364950
31.500.16077000
32.000.20729025
32.500.260011325
33.000.303613225
33.500.340314825
34.000.376516400
34.500.421318350
35.000.475220700
35.500.524022825
36.000.576825125
36.500.626127275
37.000.672629300
37.500.728331725
38.000.781734050
38.500.840236600
39.000.915439875
39.500.992343225
40.001.067546500
40.501.138149575
41.001.221353200
41.501.278755700
42.001.343558525
42.501.413661575
43.001.483664625
43.501.540467100
44.001.569168350
44.501.594469450
45.001.623670725
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166
Stage [ft]Area [ac]Area [ft2]
45.501.655272100
46.001.695473850
46.501.720974962
47.001.762576775
47.501.782977663
48.001.796978275
48.501.806478687
49.001.810878880
49.501.810878880
28.500.00014
Comment: Initial Stage matches overland weir elevations to Tailwater; Warning Stage set at existing low edge of pavement; Wetlands downstream of EX-1
Node: 209
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 39.58 ft arning Stage: 43.60 ft
Warning Stage: 43.60 ft
Stage [ft]Area [ac]Area [ft2]
40.170.000625
40.500.0030130
41.000.0075325
41.500.0161700
42.000.02361028
42.500.03671600
43.000.05572425
43.500.08033500
44.000.12055250
44.500.17057425
45.000.233610175
45.500.300713100
46.000.361615750
46.500.429318700
47.000.492421450
47.500.552124050
48.000.591125750
48.500.623927175
49.000.661228800
49.500.688129975
50.000.720331375
50.500.750732700
51.000.782334075
51.500.811535350
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167
Stage [ft]Area [ac]Area [ft2]
52.000.852337125
52.500.919440050
53.000.951941465
53.500.973542404
54.000.979542668
54.500.979542668
39.580.00014
Comment: Initial stage matches pipe invert S-1; Warning Stage set at existing low edge of pavement; Roadside ditch
Node: 300
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 19.00 ft Warning Stage: 26.00 ft
Warning Stage: 26.00 ft
Stage [ft]Area [ac]Area [ft2]
17.920.000625
18.000.000834
18.500.0049212
19.000.02531100
19.500.07233150
20.000.339814800
20.505.9607259650
21.008.6375376250
21.509.6970422400
22.0010.2095444725
22.5010.6313463100
23.0011.0474481225
23.5011.5077501275
24.0011.9152519025
24.5012.3347537300
25.0012.7393554925
25.5013.1095571050
26.0013.4171584450
26.5013.7253597875
27.0014.0484611950
27.5014.3761626225
28.0014.6792639425
28.5014.9736652250
29.0015.2324663525
29.5015.4884674675
30.0015.7432685775
30.5015.9389694300
31.0016.1450703275
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168
Stage [ft]Area [ac]Area [ft2]
31.5016.3229711025
32.0016.4951718525
32.5016.6885726950
33.0016.8830735425
33.5017.0822744100
34.0017.3181754375
34.5017.5890766175
35.0017.8352776900
35.5018.0693787100
36.0018.2960796975
36.5018.5044806050
37.0018.6800813700
37.5018.8699821975
38.0019.0496829800
38.5019.2166837075
39.0019.3980844975
39.5019.5862853175
40.0019.7934862200
40.5020.0103871650
41.0020.2307881250
41.5020.4333890075
42.0020.6824900925
42.5020.9240911450
43.0021.1725922275
43.5021.4308933525
44.0021.6793944350
44.5021.9680956925
45.0022.2400968775
45.5022.6067984750
46.0023.03151003250
46.5023.60941028425
47.0024.21601054850
47.5024.56671070125
48.0024.70041075950
48.5024.70301076065
49.0024.70301076065
Comment: I.E. = SHWL
Scenario:PD&E
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:19.00 ft
Warning Stage:22.20 ft
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169
Stage [ft]Area [ac]Area [ft2]
18.460.000625
18.500.001150
19.000.0212925
19.500.13956075
20.000.303013200
20.500.451719675
21.000.604926350
21.500.718531300
22.000.834536350
22.501.003843725
23.001.259854875
23.501.379160075
24.001.448063075
24.501.499765325
25.001.543367225
25.501.584669025
26.001.627670900
26.501.667272625
27.001.697173925
27.501.724175100
28.001.752876350
28.501.781577600
29.001.811378900
29.501.842980275
30.001.879081850
30.501.912383300
31.001.945684750
31.501.972685925
32.002.001887200
32.502.030588450
33.002.058189650
33.502.073690325
34.002.086290875
34.502.100091475
35.002.113292050
35.502.120692375
36.002.157593980
36.502.157593980
17.630.00014
Comment: Initial Stage matches Node 305; Warning stage set to existing low edge of pavement; Wetlands upstream of EX-2
Node: 303
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
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170
I initial Stage: 24.32 ft Warning Stage: 24.99 ft
Stage [ft]
Area [ac]Area [ft2]
24.320.0006
24.500.0057
25.000.0289
25.500.0626
26.000.1102
26.500.1664
27.000.2365
27.500.3088
28.000.3949
28.500.4838
29.000.6026
29.500.7180
30.000.8287
30.500.9630
31.001.0973
31.501.2339
32.001.3602
32.501.4813
33.001.6150
33.501.7528
34.001.9198
34.502.1023
35.002.3106
35.502.5362
36.002.8300
36.503.1629
37.003.5813
37.503.8550
38.004.0812
38.504.2918
39.004.4760
39.504.6424
40.004.8106
40.504.9570
41.005.0803
41.505.2032
42.005.3168
42.505.4109
43.005.4947
43.505.5725
44.005.6405
44.505.7053
45.005.7978
45.505.8810
46.005.9625
46.506.0755
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171
Stage [ft]Area [ac]Area [ft2]
47.006.2638272850
47.506.4199279650
48.006.6334288950
48.506.8652299050
49.006.8836299851
49.506.8836299851
Comment:
Node: 304
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 30.57 ft Warning Stage: 32.80 ft
Warning Stage: 32.80 ft
Stage [ft]Area [ac]Area [ft2]
30.700.000625
31.000.0086375
31.500.03671600
32.000.05972600
32.500.08843850
33.000.12975650
33.500.18428025
34.000.237010325
34.500.292712750
35.000.361015725
35.500.433318875
36.000.513122350
36.500.613526725
37.000.737532125
37.500.902839325
38.001.104248100
38.501.301156675
39.001.493365050
39.501.742475900
40.002.061589800
40.502.3468102225
41.002.6837116900
41.503.0992135000
42.003.5067152750
42.504.0668177150
43.004.7366206325
43.505.2135227100
44.005.6927247975
44.506.1920269725
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172
Stage [ft]Area [ac]Area [ft2]
45.006.7591294425
45.507.3060318250
46.007.8174340525
46.508.2748360450
47.008.6318376000
47.508.9285388925
48.009.2292402025
48.509.6493420325
49.009.9211432163
49.509.9211432163
30.570.00014
Comment: Initial Stage matches pipe invert; Warning Stage set at existing low edge of pavement; Roadside ditch
Node: 305
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 19.00 ft arning Stage: 22.20 ft
Warning Stage: 22.20 ft
Stage [ft]Area [ac]Area [ft2]
17.970.000625
18.000.000731
18.500.0057250
19.000.10454550
19.500.591125750
20.001.475064250
20.501.725875175
21.001.815979100
21.501.905483000
22.002.006487400
22.502.181595025
23.002.4845108225
23.502.6509115475
24.002.7445119550
24.502.8128122525
25.002.8593124550
25.502.8994126300
26.002.9391128025
26.502.9884130175
27.003.0246131750
27.503.0596133275
28.003.0900134600
28.503.1210135950
29.003.1560137475
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173
Stage [ft]Area [ac]Area [ft2]
29.503.1939139125
30.003.2467141425
30.503.2995143725
31.003.3448145700
31.503.3879147575
32.003.4343149600
32.503.4768151450
33.003.5176153225
33.503.5612155125
34.003.5939156550
34.503.6054157050
35.003.6186157625
35.503.6329158250
36.003.6507159025
36.503.6800160300
37.003.6932160875
37.503.6941160915
38.003.6941160915
Comment: Initial Stage matches overland weir elevations to Peace River; Warning stage set to existing low edge of pavement; Wetlands downstream of EX-2
Node: 306
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 18.59 ft earning Stage: 19.10 ft
Stage [ft]Area [ac]Area [ft2]
18.590.0023100
19.000.257111200
19.503.9956174050
20.005.0161218500
20.505.5372241200
21.005.7157248975
21.505.8385254325
22.005.9366258600
22.506.0388263050
23.006.1157266400
23.506.2064270350
24.006.2907274025
24.506.4078279125
25.006.4997283125
25.506.6225288475
26.006.7218292800
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174
Stage [ft]Area [ac]Area [ft2]
26.506.8205297100
27.006.9186301375
27.506.9839304217
28.007.0489307050
28.507.1028309400
29.007.1694312300
29.507.2354315175
30.007.2876317450
30.507.3594320575
31.007.4082322700
31.507.4564324800
32.007.4914326325
32.507.5264327850
33.007.5706329775
33.507.6119331575
34.007.6486333175
34.507.6860334800
35.007.7290336675
35.507.7916339400
36.007.9322345525
36.508.0504350675
37.008.1198353700
37.508.1508355050
38.008.1723355986
38.508.1723355986
Comment:
Node: 308
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 29.98 ft arning Stage: 33.43 ft
Warning Stage: 33.43 ft
Stage [ft]Area [ac]Area [ft2]
30.350.000625
30.500.001981
31.000.0049213
31.500.0109473
32.000.0189825
32.500.03791650
33.000.06032625
33.500.09133975
34.000.12515450
34.500.18147900
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175
Stage [ft]Area [ac]Area [ft2]
35.000.247910800
35.500.315113725
36.000.376516400
36.500.437319050
37.000.522822775
37.500.649728300
38.000.720331375
38.500.784034150
39.000.820135725
39.500.862037550
40.000.897239080
40.500.897239080
29.980.00014
Comment: Roadside ditch
Node: 400
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 31.71 ft arning Stage: 32.65 ft
Warning Stage: 32.65 ft
Stage [ft]Area [ac]Area [ft2]
31.710.001150
32.000.0040175
32.500.0161700
33.000.03671600
33.500.07093087
34.000.11424975
34.500.19868650
35.000.331214425
35.500.497621675
36.000.797834750
36.501.948584875
37.003.3632146500
37.504.3825190900
38.005.2152227175
38.505.7903252225
39.006.2603272700
39.506.6213288425
40.006.9817304125
40.507.4139322950
41.007.8811343300
41.508.4068366200
42.008.9710390775
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176
Stage [ft]Area [ac]Area [ft2]
42.509.6556420600
43.0010.4798456500
43.5011.9829521975
44.0014.0989614150
44.5016.4245715450
45.0018.9704826350
45.5022.6222985425
46.0026.45661152450
46.5029.74861295850
47.0032.38751410800
47.5034.99021524175
48.0037.30311624925
48.5039.44391718175
49.0040.28981755025
49.5040.68011772025
50.0040.85341779573
50.5040.85341779573
Comment:
Node: 401
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 19.20 ft arning Stage: 50.50 ft
Warning Stage: 50.50 ft
Stage [ft]Area [ac]Area [ft2]
19.200.000625
19.500.0046200
20.000.14006100
20.503.2163140100
21.006.3137275025
21.507.3066318275
22.007.5677329650
22.507.7921339425
23.008.0756351775
23.508.3747364800
24.008.6846378300
24.508.9365389275
25.009.1822399975
25.509.4083409825
26.009.5908417775
26.509.8588429450
27.0010.0999439950
27.5010.3197449525
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177
Stage [ft]Area [ac]Area [ft2]
28.0010.5073457700
28.5010.7541468450
29.0010.9745478050
29.5011.1840487175
30.0011.4061496850
30.5011.6535507625
31.0011.9301519675
31.5012.1677530025
32.0012.3697538825
32.5012.5631547250
33.0012.7210554125
33.5012.8931561625
34.0013.0544568650
34.5013.2317576375
35.0013.4418585525
35.5013.6553594825
36.0013.7902600700
36.5013.9641608275
37.0014.1500616375
37.5014.3371624525
38.0014.5139632225
38.5014.6717639100
39.0014.8324646100
39.5015.0195654250
40.0015.2095662525
40.5015.3662669350
41.0015.5579677700
41.5015.7306685225
42.0015.9039692775
42.5016.0962701150
43.0016.2661708550
43.5016.5358720300
44.0016.6374724725
44.5016.6845726775
45.0016.7539729800
45.5016.8010731850
46.0016.8434733700
46.5016.8572734298
47.0016.8572734298
Comment:
Node: 402
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs
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178
Initial Stage: 19.16 ft
Warning Stage: 22.50 ft
Stage [ft]Area [ac]Area [ft2]
19.450.000625
19.500.001150
20.000.03561550
20.500.295012850
21.000.499921775
21.500.662328850
22.000.773133675
22.500.894738975
23.001.032544975
23.501.168550900
24.001.297656525
24.501.430862325
25.001.557667850
25.501.675873000
26.001.810778875
26.502.079390575
27.002.4242105600
27.502.6304114579
28.002.6304114579
19.160.00014
Comment: Initial Stage matches pipe invert; Warning stage set at low edge of pavement; Roadside ditch upstream of EX-3
Node: 403
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.69 ft
Warning Stage: 48.00 ft
Stage [ft]Area [ac]Area [ft2]
40.690.0026114
41.000.0152662
41.500.07083084
42.000.13115710
42.500.272711878
43.000.432618845
43.500.558524327
44.000.705330722
44.500.904639402
45.001.122248882
45.501.338558304
46.001.363359385
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179
Stage [ft]Area [ac]Area [ft2]
48.001.363359385
Comment:
Node: 404
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.50 ft
Warning Stage: 56.00 ft
Stage [ft]Area [ac]Area [ft2]
39.080.0026114
39.500.04201827
40.000.08483693
40.500.14886481
41.000.18938246
41.500.19828634
42.000.21219240
42.500.22059607
43.000.249110850
43.500.347415133
44.000.613526725
44.500.899339174
45.001.331958019
45.501.845880404
46.002.5380110555
46.503.3403145503
47.004.0115174741
47.504.8217210032
48.005.7079248635
48.506.7120292377
49.007.9889347997
49.509.2632403503
50.0011.9427520225
50.5016.7120727973
51.0021.5231937547
51.5025.70501119712
52.0031.18481358410
52.5034.79251515563
53.0035.23561534864
53.5035.36801540632
54.0035.39821541947
56.0035.39821541947
Comment: Initial stage estimated from aerial imagery and observed water
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180
Node: 406
Scenario:PD&E
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:23.82 ft
Warning Stage:24.44 ft
Stage [ft]
Area [ft2]
23.82 0.0018 80
24.00 0.0080 350
24.50 0.0258 1125
25.00 0.0542 2363
25.50 0.0861 3750
26.00 0.1406 6125
26.50 0.2049 8925
27.00 0.2979 12975
27.50 0.3914 17050
28.00 0.4735 20625
28.50 0.5475 23850
29.00 0.6422 27975
29.50 0.7208 31400
30.00 0.8385 36525
30.50 0.9619 41900
31.00 1.0440 45475
31.50 1.1232 48925
32.00 1.2156 52950
32.50 1.3074 56950
33.00 1.3688 59625
33.50 1.4331 62425
34.00 1.5123 65875
34.50 1.5972 69575
35.00 1.6804 73200
35.50 1.7660 76925
36.00 1.8572 80900
36.50 1.9376 84400
37.00 2.0277 88325
37.50 2.1258 92600
38.00 2.2234 96850
38.50 2.3264 101338
39.00 2.4478 106625
39.50 2.5987 113200
40.00 2.7451 119575
40.50 2.9109 126800
41.00 3.1049 135250
41.50 3.3597 146350
42.00 3.8367 167125
42.50 4.8215 210025
43.00 6.6271 288675
44.00 8.5399 372000
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Area [ac] 0.0006 25
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181
Stage [ft]Area [ac]Area [ft2]
44.509.8152427550
45.0010.9303476125
45.5011.8119514525
46.0012.2236532458
46.5012.2236532458
Comment:
Node: 407
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 19.00 ft
Warning Stage: 29.30 ft
Stage [ft]Area [ac]Area [ft2]
19.640.000625
20.000.000837
20.500.001358
21.000.0027116
21.500.0039171
22.000.0056244
22.500.0073319
23.000.0092400
23.500.0128559
24.000.02931275
24.500.07233150
25.000.14126150
25.500.287512525
26.000.405217650
26.500.544723725
27.000.673229325
27.500.711130974
28.000.711130974
19.000.00014
Comment: Initial Stage assumed match adjacent SHWT of wetlands; Warning stage set to existing low edge of pavement; Roadside ditch downstream of EX-3
Scenario:PD&E
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:17.25 ft
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182
Warning Stage: 27.00 ft
Stage [ft]Area [ac]Area [ft2]
17.250.000625
17.500.0029125
18.000.0195850
18.500.07923450
19.001.038245225
19.502.8891125850
20.006.3757277725
20.508.9589390250
21.0010.0511437825
21.5010.7891469975
22.0011.4893500475
22.5011.8021514100
23.0012.0363524300
23.5012.2595534025
24.0012.4621542850
24.5012.6435550750
25.0012.8099558000
25.5013.0039566450
26.0013.3264580500
26.5013.9830609100
27.0014.8037644850
27.5015.2204663000
28.0015.2835665750
28.5015.3065666750
29.0017.5500764478
29.5017.5500764478
Comment:
Node: 409
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 20.43 ft
Warning Stage: 22.40 ft
Stage [ft]Area [ac]Area [ft2]
20.430.0029125
20.500.0086375
21.000.14756425
21.500.402917550
22.000.531523150
22.500.638227800
23.000.687029925
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183
Stage [ft]Area [ac]Area [ft2]
23.500.729531775
24.000.773633700
24.500.813235425
25.000.860937500
25.500.917739975
26.000.982042775
26.501.084747250
27.001.302856750
27.501.422861976
28.001.422861976
Comment: Warning stage is set to weir invert el.
Node: 500
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 47.50 ft
Warning Stage: 54.00 ft
Stage [ft]Area [ac]Area [ft2]
44.850.0026114
45.000.0079343
45.500.04862118
46.000.07453247
46.500.12115276
47.000.18558080
47.500.20398880
48.000.343514961
48.500.658128667
49.001.533866813
49.504.9449215399
50.009.6145418807
50.5014.1477616276
51.0018.3637799925
51.5022.7921992825
52.0026.59911158657
52.5027.26471187652
54.0027.26471187652
Comment: Initial stage matches aerial imagery and observed water
Node: 501
Scenario: PD&E
Scenario: PD&E
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184
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 40.33 ft
Warning Stage: 53.00 ft
Stage [ft]Area [ac]Area [ft2]
42.030.0026114
42.500.03411485
43.000.09834283
43.500.14426282
44.000.21639422
44.500.309413477
45.000.437919073
45.500.558524327
46.000.713231065
46.500.875738146
47.000.988543057
47.501.200852308
48.001.426362130
48.501.581068868
49.001.819679262
49.502.273299020
50.002.4532106862
50.502.6455115238
51.002.8965126173
51.503.1004135053
52.003.1961139222
52.503.2060139651
53.003.2060139651
40.330.00014
Comment: I.E. pipe invert of CD-5
Node: 502
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 43.11 ft
Warning Stage: 52.00 ft
Stage [ft]Area [ac]Area [ft2]
43.110.0026114
43.500.0118514
44.000.267411649
44.500.621427068
45.001.088147397
45.501.811778919
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185
Stage [ft]Area [ac]Area [ft2]
46.002.8710125060
46.504.1793182050
47.005.1887226021
47.506.2663272961
48.007.3675320929
48.508.4320367298
49.009.6092418579
49.5010.3355450215
50.0010.5871461174
52.0010.5871461174
Comment:
Node: 503
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.35 ft
Warning Stage: 54.00 ft
Stage [ft]Area [ac]Area [ft2]
48.350.0026114
48.500.0144628
49.000.08393655
49.500.13635939
50.000.490321357
50.502.5511111126
51.005.3120231389
51.505.9360258571
52.006.1234266737
52.506.3592277008
54.006.3592277008
Comment:
Node: 600
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.60 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
47.352.5046109100
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186
Stage [ft]Area [ac]Area [ft2]
47.502.5253110000
48.002.5643111700
48.502.6165113975
49.002.6969117475
49.502.9109126800
50.003.3815147300
50.504.5764199350
51.006.9416302375
51.509.4209410375
52.0011.2862491625
52.5013.2679577950
53.0015.4081671175
53.5019.4071845375
54.0020.7008901725
54.5020.7736904900
55.0020.8680909010
55.5020.8680909010
Comment: Initial stage matches aerial imagery and observed water
Scenario:PD&E
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:48.50 ft
Warning Stage:56.00 ft
Stage [ft]Area [ac]Area [ft2]
46.860.0026114
47.000.0039171
47.500.02881256
48.000.15736853
48.500.364415875
49.000.676429466
49.501.709574465
50.004.1190179423
50.507.6664333949
51.0011.7199510517
51.5013.4136584297
52.0013.8925605159
52.5014.4440629181
53.0014.6608638623
53.5014.7616643017
56.0014.7616643017
Comment: Initial stage matches slightly lower stage in Node 600
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187
Node: 602
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.90 ft
Warning Stage: 51.30 ft
Stage [ft]Area [ac]Area [ft2]
50.900.0026114
51.000.0094411
51.500.08203573
52.000.18798185
52.500.359215647
53.000.555224184
53.500.626027268
54.000.675629428
54.500.678429549
55.000.678429549
Comment:
Node: 603
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.20 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
49.700.0026114
50.000.13635939
50.500.624027182
51.001.484064643
51.504.4703194728
52.008.3717364672
52.5011.0120479681
53.0014.8425646541
53.5018.7098815000
54.0023.34271016809
54.5027.12351181499
55.0029.30751276636
55.5030.23041316838
56.0030.60801333284
56.5030.71771338063
58.0030.71771338063
Comment: Initial Stage estimated from aerial imagery and observed water
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188
Node: 604
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.80 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
52.840.0026114
53.000.02621142
53.500.823335862
54.0010.0864439365
54.5010.9752478082
55.0011.0565481622
55.5011.1090483906
56.0011.2532490188
56.5011.4760499896
57.0011.5607503584
59.0011.5607503584
52.800.00014
Comment:
Node: 605
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.27 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
52.270.000625
52.500.0086375
53.000.15096575
53.500.579725250
54.002.215996525
54.502.6739116475
55.002.8421123800
55.503.0274131875
56.003.2943143500
56.503.7965165375
57.004.1282179825
57.504.3033187450
58.004.3450189270
58.504.3450189270
Comment:
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189
Node: 606
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.00 ft
Warning Stage: 53.56 ft
Stage [ft]Area [ac]Area [ft2]
51.040.000625
51.500.04131800
52.000.344415000
52.500.795534650
53.001.013544150
53.501.309157025
54.002.017987900
54.505.5911243550
55.0011.3717495350
55.5017.2572751725
56.0023.31501015600
56.5024.78541079650
57.0025.05621091450
57.5025.12571094475
58.0025.22701098890
58.5025.22701098890
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 607
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 50.27 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
50.270.0026114
50.500.0076332
51.000.14516320
51.500.411617931
52.001.064546369
52.505.8966256858
53.0012.0057522966
53.5018.3611799810
54.0022.8550995566
54.5026.23471142782
55.0029.35471278692
55.5032.75531426822
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190
Stage [ft]Area [ac]Area [ft2]
56.0035.44011543772
56.5038.58641680824
57.0041.50201807825
57.5045.73371992160
58.0046.25552014887
58.5046.37292020004
59.0046.41952022035
60.0046.41952022035
Comment:
Node: 608
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 53.00 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
52.860.0026114
53.000.0038167
53.500.0129562
54.000.08133541
54.500.285812449
55.000.642427981
55.501.334558133
56.005.9832260627
56.5011.5704504007
57.0015.1572660246
57.5017.5982766575
58.0018.1304789760
58.5018.2015792859
60.0018.2015792859
Comment:
Node: 609
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.60 ft
Warning Stage: 55.00 ft
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191
Stage [ft]Area [ac]Area [ft2]
46.970.0026114
47.000.0039171
47.500.941341001
48.001.381760189
48.501.667572637
49.002.7713120720
49.505.6869247721
50.007.8080340116
50.5011.5363502523
51.0017.2416751043
51.5022.8157993853
52.0029.12401268641
52.5035.21201533836
53.0038.06471658096
53.5039.12391704237
54.0039.28001711036
55.0039.28001711036
Comment: Initial stage matches aerial imagery and observed water in Node 600
Node: 801
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 52.41 ft Warning Stage: 59.00 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
52.410.000625
52.500.002192
53.000.05342325
53.500.368516050
54.001.695473850
54.5010.0224436575
55.0015.0476655475
55.5015.7042684075
56.0015.7120684413
56.5015.7120684413
___
Comment:
Node: 803
Scenario: PD&E
Type: Stage/Area
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192
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
50.980.000625
51.000.000628
51.500.0161700
52.000.13665950
52.500.319713925
53.000.520022650
53.500.736932100
54.001.051445800
54.501.545067300
55.001.903182900
55.502.075390400
56.002.5264110050
56.502.9319127713
57.002.9337127792
57.502.9337127792
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 805
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs initial Stage: 49.40 ft rning Stage: 58.00 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
48.260.0026114
48.500.07983475
49.000.11274911
49.500.16267081
50.003.0860134425
50.506.2165270791
51.009.1871400191
51.5012.1944531189
52.0014.9789652480
52.5019.0218828591
53.0023.37941018408
53.5029.83721299706
54.0035.85701561932
54.5038.86961693159
55.0040.09141746380
55.5040.33261756888
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193
Stage [ft]Area [ac]Area [ft2]
56.0040.42961761113
56.5040.45311762136
57.0040.46551762676
58.0040.46551762676
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 806
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.00 ft
Warning Stage: 60.00 ft
Stage [ft]Area [ac]Area [ft2]
49.470.0026114
49.500.0079343
50.000.19408452
50.500.456219873
51.000.988543057
51.504.0797177710
52.0014.5096632036
52.5022.7947992939
53.0030.23831317180
53.5040.87271780415
54.0063.39482761476
54.5079.72923473003
55.0084.66363687945
55.5086.32593760354
56.0086.96303788107
56.5087.19373798158
57.0087.37723806152
57.5087.43493808665
58.0087.46703810064
58.5087.47993810624
59.0087.48283810751
60.0087.48283810751
Comment: Initial Stage estimated from aerial imagery and observed water
Scenario:PD&E
Type:Stage/Area
Base Flow:0.00 cfs
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194
Initial Stage: 51.50 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
49.570.0052228
50.000.650228324
50.501.945484744
51.0015.3459668469
51.5046.33672018428
52.0060.79912648409
52.5069.87353043688
53.0078.22423407446
53.5088.69603863600
54.00102.38764460003
54.50113.29994935344
55.00119.28835196198
55.50120.56255251704
56.00120.91915267237
56.50120.97165269521
57.00121.01195271278
57.50121.01405271369
59.00121.01405271369
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 808
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
51.000.0052228
51.500.624027182
52.000.907239517
52.503.5553154868
53.005.3644233673
53.507.9391345827
54.0012.0266523880
54.5015.0051653622
55.0017.3071753898
55.5018.0439785991
56.0018.2353794328
56.5018.3546799525
57.0018.4407803275
57.5018.5184806663
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195
Stage [ft]Area [ac]Area [ft2]
58.0018.6323811623
59.0018.6323811623
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 809
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
50.160.0026114
50.500.08393655
51.000.686929923
51.504.7823208318
52.009.0455394023
52.5013.1829574246
53.0016.6516725346
53.5020.1938879643
54.0024.82931081566
54.5034.02171481985
55.0041.04311787839
55.5042.71851860819
56.0042.95451871097
56.5042.97861872146
58.0042.97861872146
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 810
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 53.34 ft arning Stage: 58.00 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
53.340.0026114
53.500.0091395
54.000.19668566
54.501.615170353
55.003.1594137623
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196
Stage [ft]Area [ac]Area [ft2]
55.503.6798160293
56.003.8411167317
56.503.8649168355
58.003.8649168355
Comment:
Node: 811
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
51.160.000625
51.502.4966108750
52.002.8994126300
52.503.6524159100
53.005.0356219350
53.506.6012287550
54.008.6455376600
54.5011.3091492625
55.0017.2509751450
55.5023.12331007250
56.0025.89931128175
56.5027.34731191250
57.0027.58761201718
57.5027.58761201718
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 812
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
51.330.0026114
51.500.0118514
52.000.650228324
52.502.3151100847
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197
Stage [ft]Area [ac]Area [ft2]
53.003.9695172913
53.505.3382232531
54.007.5117327211
54.5012.1682530047
55.0015.2358663673
55.5016.1430703189
56.0016.4445716323
56.5016.5352720272
58.0016.5352720272
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 813
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 59.00 ft
Stage [ft]Area [ac]Area [ft2]
51.220.0026114
51.500.04231841
52.000.15736853
52.500.765633349
53.001.583668983
53.502.5616111583
54.003.8437167431
54.505.3172231617
55.005.8914256629
55.506.1064265994
56.006.3057274674
56.506.3680277390
57.006.4354280328
57.506.4757282082
58.006.5546285517
59.006.5546285517
Comment: Initial Stage estimated from aerial imagery and observed water
Scenario:PD&E
Type:Stage/Area
Base Flow:0.00 cfs
Initial Stage:51.63 ft
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198
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
51.630.0026114
52.000.05512398
52.500.249110850
53.000.553224098
53.500.867837803
54.002.123792510
54.502.9365127915
55.003.4976152356
55.503.9827173485
56.004.7850208433
56.504.8648211911
58.004.8648211911
Comment:
Node: 815
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.48 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
52.480.0026114
52.500.0052228
53.000.04672033
53.500.09964340
54.000.236010279
54.500.679129580
55.001.533866813
55.501.903582916
56.002.068790111
56.502.116992210
58.002.116992210
Comment:
Node: 816
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 53.39 ft
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199
Warning Stage: 54.50 ft
Stage [ft]Area [ac]Area [ft2]
53.390.0026114
53.500.0067291
54.000.09704226
54.501.088147397
55.002.081890683
55.502.167194401
56.002.184795163
57.002.184795163
Comment:
Node: 817
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 52.00 ft
Warning Stage: 57.00 ft
Stage [ft]Area [ac]Area [ft2]
51.280.0026114
51.500.0060262
52.000.03741627
52.500.07563294
53.000.08723800
53.500.16527195
54.001.607270011
54.507.4278323556
55.0013.1226571619
55.5015.3984670754
56.0015.5874678989
57.0015.5874678989
Comment:
Node: 818
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 51.50 ft
Warning Stage: 58.00 ft
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200
Stage [ft]Area [ac]Area [ft2]
50.660.0026114
51.000.0184799
51.500.527022956
52.000.993743285
52.502.6140113867
53.003.9486172000
53.505.5873243381
54.0010.3381450329
54.5018.7256815686
55.0031.75641383308
55.5043.42901891769
56.0045.79921995015
56.5046.17162011233
57.0046.23872014159
58.0046.23872014159
Comment: Initial Stage estimated from aerial imagery and observed water
Node: 819
Scenario: PD&E Type: Stage/Area Base Flow: 0.00 cfs initial Stage: 51.50 ft rning Stage: 58.00 ft
Warning Stage: 58.00 ft
Stage [ft]Area [ac]Area [ft2]
51.110.0026114
51.500.09904311
52.000.14816453
52.500.20368870
53.000.241210507
53.500.283212335
54.000.323814105
54.500.395017208
55.002.5118109413
55.507.2784317046
56.0010.0759438908
56.5010.6423463577
57.0010.7565468555
58.0010.7565468555
Comment: Initial Stage estimated from aerial imagery and observed water
Node: Citrus Outfall
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201
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
warning Stage: 50.00 tt
Stage [ft]Area [ac]Area [ft2]
47.500.11885175
48.000.22049600
48.500.866037725
49.001.106548200
49.501.345358600
50.001.752876350
50.502.128792725
51.002.3445102125
51.502.6102113700
52.002.9396128050
52.503.3735146950
53.003.6829160425
53.504.1500180775
54.004.7205205625
54.505.2037226675
55.005.7151248950
55.506.0491263500
56.006.3091274825
56.506.5083283500
57.006.6506289700
57.516.7348293370
58.006.7661294730
58.506.7661294730
46.500.00014
Comment: Initial Stage matches aerial observed water
Node: Citrus Pond 1
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.90 ft
Stage [ft]Area [ac]Area [ft2]
38.903.9200170755
48.405.5000239580
49.275.6600246550
50.905.9600259618
52.906.1500267894
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202
Stage [ft]Area [ac]Area [ft2]
45.905.0600220414
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
Node: Citrus Pond 2
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.90 ft
Stage [ft]Area [ac]Area [ft2]
45.902.7800121097
48.403.1400136778
49.273.2600142006
50.903.5100152896
51.903.6600159430
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
Node: Citrus Swale DS
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 51.30 ft
Stage [ft]Area [ac]Area [ft2]
43.100.15006534
51.100.350015246
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
Node: Citrus Swale US
Scenario: PD&E
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 48.40 ft
Warning Stage: 52.30 ft
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203
Stage [ft]Area [ac]Area [ft2]
44.300.15006534
52.300.350015246
Comment: From SWFWMD ERP Permit 11050.010; Initial stage adjusted from permit to match NWL of pond. Converted to NAVD
Node: Peace River Trib1
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 48.50 ft
Warning Stage: 50.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 48.50
0 0 0 999.0000 48.50
Comment: FEMA 100 Year Floodplain Peace River Zone A
Node: Peace River Trib2
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 39.00 ft
Warning Stage: 39.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 39.00
0 0 0 999.0000 39.00
Comment: FEMA 100 Year Floodplain Peace River Zone A
Node: Peace River US
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 18.70 ft
Warning Stage: 18.70 ft
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204
Boundary Stage: PeaceRiver1
Year Month Day Hour Stage [ft]
0 0 0 0.0000 18.70
0 0 0 999.0000 18.70
Comment:
Node: Peace River1
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
I initial Stage: 18.70 ft
Warning Stage: 18.70 ft
Boundary Stage: PeaceRiver1
Year Month Day Hour Stage [ft]
0 0 0 0.0000 18.70
0 0 0 999.0000 18.70
Comment:
Node: TW-North
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 54.00 ft
Warning Stage: 54.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 54.00
0 0 0 999.0000 54.00
Comment:
Node: TW-West
Scenario: PD&E
Type: Time/Stage
Base Flow: 0.00 cfs
Initial Stage: 49.00 ft
Warning Stage: 49.00 ft
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205
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 49.00
0 0 0 999.0000 49.00
Comment:
Scenario:PD&E
Type:Time/Stage
Base Flow:0.00 cfs
Initial Stage:54.00 ft
Warning Stage:54.00 ft
Boundary Stage:
Year Month Day Hour Stage [ft]
0 0 0 0.0000 54.00
0 0 0 999.0000 54.00
Comment:
Pipe Link: CD-5UpstreamDownstream
Scenario:ExistingInvert:40.33 ftInvert:40.29 ft
From Node:501Manning's N:0.0120Manning's N:0.0120
To Node:Peace River Trib2Geometry: Horizontal EllipseGeometry: Horizontal Ellipse
Link Count:1Max Depth:1.92 ftMax Depth:1.92 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:69.42 ftOp Table:Op Table:
FHWA Code:2Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022)
Pipe Link: CD-6 Upstream Downstream
Scenario: Existing From Node: 601 Invert: 46.45 ft Manning's N: 0.0120 Invert: 47.05 ft Manning's N: 0.0120
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Input Report
To Node:Peace River Trib1Geometry: CircularGeometry: Circular
Link Count:3Max Depth:3.50 ftMax Depth:3.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:65.54 ftOp Table:Op Table:
FHWA Code:2Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
206
Comment: Field visited; Pipe size, material, and inverts are updated based on SR 70 survey (APR2022)
Upstream Pipe
Energy Switch: Energy
Pipe Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Weir Component
Weir ComponentBottom Clip
Weir:1Default:0.00 ft
Weir Count:1Op Table:
Weir Flow Direction:BothRef Node:
Damping:0.0000 ftTop Clip
Weir Type:Sharp Crested VerticalDefault:
Geometry Type:CircularOp Table:0.00 ft
Invert:48.40 ftRef Node:
Control Elevation:48.40 ftDischarge Coefficients
Max Depth:0.48 ftWeir Default:
Weir Table:3.200
Orifice Default:
Orifice Table:0.600
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Orifice Table:
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207
Weir Comment: Converted to NAVD
Weir Component
Weir:2Bottom Clip
Weir Count:1Default: 0.00 ft
Weir Flow Direction:BothOp Table:
Damping:0.0000 ftRef Node:
Weir Type:Sharp Crested VerticalTop Clip
Geometry Type:RectangularDefault: 0.00 ft
Invert:49.27 ftOp Table:
Control Elevation:49.27 ftRef Node:
Max Depth:1.38 ftDischarge Coefficients
Max Width:8.00 ftWeir Default: 3.200
Fillet:0.00 ftWeir Table:
Orifice Default: 0.600
Orifice Table:
Weir Comment: Converted to NAVD
Weir Component
Weir:3Bottom Clip
Weir Count:1Default: 0.00 ft
Weir Flow Direction:BothOp Table:
Damping:0.0000 ftRef Node:
Weir Type:HorizontalTop Clip
Geometry Type:RectangularDefault: 0.00 ft
Invert:50.90 ftOp Table:
Control Elevation:50.90 ftRef Node:
Max Depth:3.00 ftDischarge Coefficients
Max Width:6.58 ftWeir Default: 3.200
Fillet:0.00 ftWeir Table:
Orifice Default: 0.600
Orifice Table:
Orifice Table:
Weir Comment: Converted to NAVD
Drop Structure Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Pipe Link: Citrus Pond Pipes
Invert:46.20 ftInvert:45.90 ft
Manning's N:0.0120Manning's N:0.0120
Geometry: CircularGeometry: Circular
Max Depth:2.00 ftMax Depth:2.00 ft
Bottom Clip
Default:0.00 ftDefault:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Scenario: Existing
Citrus Pond 1
From Node:
Citrus Pond 2
To Node:
Link Count: 2
Flow Direction: Both
Damping: 0.0000 ft
Length: 60.00 ft
FHWA Code: 5
Entr Loss Coef: 0.50
Exit Loss Coef: 1.00
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Upstream
Downstream
Top Clip
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208
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Pipe Link: Citrus Pond Pipes NEWUpstreamDownstream
Scenario:ExistingInvert:46.20 ftInvert:45.90 ft
From Node:Citrus Pond 1Manning's N:0.0120Manning's N:0.0120
To Node:Citrus Pond 2Geometry: CircularGeometry: Circular
Link Count:1Max Depth:3.50 ftMax Depth:3.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:1.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Channel Link: Citrus Site SwaleUpstreamDownstream
Scenario:ExistingInvert:44.30 ftInvert:43.00 ft
From Node:Citrus Swale USManning's N:0.2400Manning's N:0.2400
To Node:Citrus Swale DSGeometry:TrapezoidalGeometry:Trapezoidal
Link Count:1Max Depth:999.00 ftMax Depth:999.00 ft
Flow Direction:BothExtrapolation:NormalExtrapolation:Normal
Damping:0.0000 ftBottom Width:12.00 ftBottom Width:12.00 ft
Length:1080.00 ftLeft Slope:1.000 (h:v)Left Slope:1.000 (h:v)
Contraction Coef:0.10Right Slope:1.000 (h:v)Right Slope:1.000 (h:v)
Expansion Coef:0.30Bottom Clip
Entr Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Exit Loss Coef:0.00Op Table:Op Table:
Bend Loss Coef:0.00Ref Node:Ref Node:
Bend Location:0.00 decManning's N:0.0000Manning's N:0.0000
Energy Switch:EnergyTop Clip
Default:0.00 ftDefault:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
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Input Report
Pipe Link: Citrus Swale PipeUpstreamDownstream
Scenario:ExistingInvert:42.90 ftInvert:42.70 ft
From Node:Citrus Swale DSManning's N:0.0120Manning's N:0.0120
To Node:Citrus Pond 1Geometry: CircularGeometry: Circular
Link Count:1Max Depth:4.00 ftMax Depth:4.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:80.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:1.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
209
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
52.3
Drop Structure Link: D-200Upstream PipeDownstream Pipe
Scenario:ExistingInvert:47.00 ftInvert:46.90 ft
From Node:200Manning's N:0.0220Manning's N:0.0220
To Node:201Geometry: Horizontal EllipseGeometry: Horizontal Ellipse
Link Count:1Max Depth:3.50 ftMax Depth:3.50 ft
Flow Direction:BothBottom Clip
Solution:CombineDefault:0.00 ftDefault:0.00 ft
Increments:0Op Table:Op Table:
Pipe Count:1Ref Node:Ref Node:
Damping:0.0000 ftManning's N:0.0000Manning's N:0.0000
Length:30.00 ftTop Clip
FHWA Code:3Default:0.00 ftDefault:0.00 ft
Entr Loss Coef:0.20Op Table:Op Table:
Exit Loss Coef:1.00Ref Node:Ref Node:
Bend Loss Coef:0.00Manning's N:0.0000Manning's N:0.0000
Bend Location:0.00 dec
Energy Switch:Energy
Pipe Comment: Field verified; Inverts estimated from DEM
Weir Component
Weir:1Bottom Clip
Weir Count:1Default: 0.00 ft
Weir Flow Direction:BothOp Table:
Damping:0.0000 ftRef Node:
Weir Type:Broad Crested VerticalTop Clip
Geometry Type:RectangularDefault: 0.00 ft
Invert:47.00 ftOp Table:
Control Elevation:47.50 ftRef Node:
Max Depth:999.00 ftDischarge Coefficients
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Input Report
210
Max Width: 100.00 ft
Fillet: 0.00 ft Weir Default: 3.200
Weir Table: 0.600
Orifice Default: 0.600
Orifice Table: 0.600
Weir Comment: Used to model SHWT upstream
Drop Structure Comment:
Pipe Link: EX-0UpstreamDownstream
Scenario:ExistingInvert:40.70 ftInvert:38.60 ft
From Node:102Manning's N:0.0120Manning's N:0.0120
To Node:113Geometry:RectangularGeometry:Rectangular
Link Count:1Max Depth:8.00 ftMax Depth:8.00 ft
Flow Direction:BothMax Width:8.00 ftMax Width:8.00 ft
Damping:0.0000 ftFillet:0.00 ftFillet:0.00 ft
Length:78.00 ftBottom Clip
FHWA Code:11Default:0.00 ftDefault:0.00 ft
Entr Loss Coef:0.50Op Table:Op Table:
Exit Loss Coef:0.00Ref Node:Ref Node:
Bend Loss Coef:0.00Manning's N:0.0000Manning's N:0.0000
Bend Location:0.00 decTop Clip
Energy Switch:EnergyDefault:0.00 ftDefault:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
Pipe Link: EX-1UpstreamDownstream
Scenario:ExistingInvert:28.88 ftInvert:28.50 ft
From Node:202Manning's N:0.0120Manning's N:0.0120
To Node:208Geometry:RectangularGeometry:Rectangular
Link Count:1Max Depth:4.00 ftMax Depth:4.00 ft
Flow Direction:BothMax Width:5.00 ftMax Width:5.00 ft
Damping:0.0000 ftFillet:0.00 ftFillet:0.00 ft
Length:85.00 ftBottom Clip
FHWA Code:11Default:0.00 ftDefault:0.00 ft
Entr Loss Coef:0.50Op Table:Op Table:
Exit Loss Coef:0.00Ref Node:Ref Node:
Bend Loss Coef:0.00Manning's N:0.0000Manning's N:0.0000
Bend Location:0.00 decTop Clip
Energy Switch:EnergyDefault:0.00 ftDefault:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
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Input Report
211
Comment: From Survey; Existing Cross Drain
Pipe Link: EX-2UpstreamDownstream
Scenario:ExistingInvert:17.63 ftInvert:17.80 ft
From Node:302Manning's N:0.0120Manning's N:0.0120
To Node:305Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.50 ftMax Depth:2.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:63.00 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey; Existing Side Drain
Joe Link: EX-3_1UpstreamDownstream
Scenario:ExistingInvert:19.22 ftInvert:19.01 ft
From Node:402Manning's N:0.0120Manning's N:0.0120
To Node:407Geometry:CircularGeometry:Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:76.00 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
Pipe Link: EX-3_2UpstreamDownstream
Scenario: ExistingInvert: 19.16 ftInvert: 19.17 ft
From Node: 402Manning's N: 0.0120Manning's N: 0.0120
To Node: 407Geometry: CircularGeometry: Circular
Link Count: 1Max Depth: 2.00 ftMax Depth: 2.00 ft
Flow Direction: BothBottom Clip
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:76.00 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
212
Comment: From Survey
Pipe Link: P-100UpstreamDownstream
Scenario:ExistingInvert:52.80 ftInvert:49.80 ft
From Node:100Manning's N:0.0120Manning's N:0.0120
To Node:Citrus OutfallGeometry: CircularGeometry: Circular
Link Count:1Max Depth:1.25 ftMax Depth:1.25 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:70.00 ftOp Table:Op Table:
FHWA Code:6Ref Node:Ref Node:
Entr Loss Coef:0.20Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:1.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-101-104UpstreamDownstream
Scenario:ExistingInvert:50.30 ftInvert:50.20 ft
From Node:101Manning's N:0.0220Manning's N:0.0220
To Node:104Geometry:CircularGeometry:Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:70.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment: Pine size from SWEMMD EPR Permit 11050 010: Inverts estimated of off DEMManning's N:0.0000Manning's N:0.0000
Comment: Pipe size from SWFWMD ERP Permit 11050.010; Inverts estimated of off DEM
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Comment: Pipe Size Estimated; Inverts estimated from DEM
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Input Report
Pipe Link: P-101-TW-SouthUpstreamDownstream
Scenario:ExistingInvert:52.50 ftInvert:52.00 ft
From Node:101Manning's N:0.0120Manning's N:0.0120
To Node:TW-southGeometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:230.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment: Visible from Google Earth: Pine size and inverts assumedManning's N:0.0000Manning's N:0.0000
213
Comment: Visible from Google Earth; Pipe size and inverts assumed
Pipe Link: P-102A-207UpstreamDownstream
Scenario:ExistingInvert:48.19 ftInvert:48.11 ft
From Node:102AManning's N:0.0120Manning's N:0.0120
To Node:207Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:39.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
Joe Link: P-102C-102BUpstreamDownstream
Scenario:ExistingInvert:50.31 ftInvert:50.19 ft
From Node:102CManning's N:0.0220Manning's N:0.0220
To Node:102BGeometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:32.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
214
Comment: From Survey
Pipe Link: P-102D-102CUpstreamDownstream
Scenario:ExistingInvert:50.24 ftInvert:50.34 ft
From Node:102DManning's N:0.0220Manning's N:0.0220
To Node:102CGeometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:33.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
Pipe Link: P-103-105_1UpstreamDownstream
Scenario:ExistingInvert:52.50 ftInvert:52.30 ft
From Node:103Manning's N:0.0120Manning's N:0.0120
To Node:105Geometry:CircularGeometry:Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Comment: visible from Google Earth; pipe size and inverts assumed
Pipe Link: P-103-105_2 Upstream Downstream
Scenario: Existing Invert: 51.20 ft Invert: 51.00 ft
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Input Report
From Node:103Manning's N:0.0120Manning's N:0.0120
To Node:105Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
215
Comment: visible from Google Earth; pipe size and inverts assumed
oe Link: P-103-105_3UpstreamDownstream
Scenario:ExistingInvert:51.30 ftInvert:51.10 ft
From Node:103Manning's N:0.0120Manning's N:0.0120
To Node:105Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: visible from Google Earth; pipe size and inverts assumed
Pipe Link: P-103-105_4UpstreamDownstream
Scenario:ExistingInvert:51.60 ftInvert:51.40 ft
From Node:103Manning's N:0.0120Manning's N:0.0120
To Node:105Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Energy Switch: Energy Ref Node: Manning's N: 0.0000 Ref Node: Manning's N: 0.0000
216
Comment: visible from Google Earth; pipe size and inverts assumed
Pipe Link: P-104-102UpstreamDownstream
Scenario:ExistingInvert:48.40 ftInvert:48.20 ft
From Node:104Manning's N:0.0220Manning's N:0.0220
To Node:102Geometry: CircularGeometry: Circular
Link Count:2Max Depth:4.00 ftMax Depth:4.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:40.00 ftOp Table:Op Table:
FHWA Code:4Ref Node:Ref Node:
Entr Loss Coef:0.20Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: Field Verified; Inverts estimated from DEM
Pipe Link: P-113-112UpstreamDownstream
Scenario:ExistingInvert:38.82 ftInvert:38.91 ft
From Node:113Manning's N:0.0120Manning's N:0.0120
To Node:112Geometry:RectangularGeometry:Rectangular
Link Count:1Max Depth:8.00 ftMax Depth:8.00 ft
Flow Direction:BothMax Width:8.00 ftMax Width:8.00 ft
Damping:0.0000 ftFillet:0.00 ftFillet:0.00 ft
Length:76.00 ftBottom Clip
FHWA Code:11Default:0.00 ftDefault:0.00 ft
Entr Loss Coef:0.50Op Table:Op Table:
Exit Loss Coef:0.00Ref Node:Ref Node:
Bend Loss Coef:0.00Manning's N:0.0000Manning's N:0.0000
Bend Location:0.00 decTop Clip
Energy Switch:EnergyDefault:0.00 ftDefault:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
Pipe Link: P-180-104 Upstream Downstream
Scenario: Existing Invert: 50.50 ft Invert: 49.30 ft
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
From Node:180Manning's N:0.0120Manning's N:0.0120
To Node:104Geometry:CircularGeometry:Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:72.00 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
217
Comment: Pipe size and inverts from FPID 193885-1 (SR 72 resurfacing); visible in Google Earth, converted from metric and NGVD
Pipe Link: P-199-104UpstreamDownstream
Scenario:ExistingInvert:48.80 ftInvert:47.80 ft
From Node:199Manning's N:0.0120Manning's N:0.0120
To Node:104Geometry: CircularGeometry: Circular
Link Count:1Max Depth:3.50 ftMax Depth:3.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:64.00 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-203-202UpstreamDownstream
Scenario:ExistingInvert:35.94 ftInvert:35.34 ft
From Node:203Manning's N:0.0220Manning's N:0.0220
To Node:202Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:50.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Comment: Pipe size and inverts from FPID 193885-1 (SR 72 resurfacing); visible in Google Earth, converted from metric and NGVD
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
218
Comment: From Survey; Existing Side Drain
Pipe Link: P-203-304UpstreamDownstream
Scenario:ExistingInvert:35.44 ftInvert:35.53 ft
From Node:203Manning's N:0.0220Manning's N:0.0220
To Node:304Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:50.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey; Existing Side Drain
Pipe Link: P-204-202UpstreamDownstream
Scenario:ExistingInvert:39.47 ftInvert:39.35 ft
From Node:204Manning's N:0.0220Manning's N:0.0220
To Node:202Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:42.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey; Existing Side Drain
Pipe Link: P-205-204 Upstream Downstream
Scenario: Existing Invert: 45.11 ft Invert: 44.80 ft
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 299 of 443
Page 333 Download HTML
Input Report
From Node:205Manning's N:0.0120Manning's N:0.0120
To Node:204Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:63.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
219
Comment: From Survey
Pipe Link: P-206-205UpstreamDownstream
Scenario:ExistingInvert:46.96 ftInvert:46.79 ft
From Node:206Manning's N:0.0120Manning's N:0.0120
To Node:205Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:71.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
Pipe Link: P-207-206UpstreamDownstream
Scenario:ExistingInvert:47.47 ftInvert:47.15 ft
From Node:207Manning's N:0.0120Manning's N:0.0120
To Node:206Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:31.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Energy Switch: Energy Ref Node: Manning's N: 0.0000 Ref Node: Manning's N: 0.0000
220
Comment: From Survey
Pipe Link: P-209-208UpstreamDownstream
Scenario:ExistingInvert:39.58 ftInvert:38.49 ft
From Node:209Manning's N:0.0220Manning's N:0.0220
To Node:208Geometry:CircularGeometry:Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:58.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey; Existing Side Drain
Pipe Link: P-304-302UpstreamDownstream
Scenario:ExistingInvert:30.57 ftInvert:30.10 ft
From Node:304Manning's N:0.0220Manning's N:0.0220
To Node:302Geometry:CircularGeometry:Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:48.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey; Existing Side Drain
Pipe Link: P-308-305 Upstream Downstream
Scenario: Existing Invert: 29.98 ft Invert: 29.79 ft
From Node: 308 Manning's N: 0.0220 Manning's N: 0.0220
To Node: 305 Geometry: Circular Geometry: Circular
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Input Report
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:42.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
221
Comment: From Survey; Existing Side Drain
Pipe Link: P-403UpstreamDownstream
Scenario:ExistingInvert:39.75 ftInvert:39.37 ft
From Node:403Manning's N:0.0120Manning's N:0.0120
To Node:406Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:35.90 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Pipe Link: P-409-PEACEUpstreamDownstream
Scenario:ExistingInvert:20.58 ftInvert:20.09 ft
From Node:409Manning's N:0.0100Manning's N:0.0100
To Node:Peace River1Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:40.10 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
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Input Report
222
Comment: US & DS inverts are from SR 70 Survey
Pipe Link: P-503-501UpstreamDownstream
Scenario:ExistingInvert:48.29 ftInvert:48.24 ft
From Node:503Manning's N:0.0120Manning's N:0.0120
To Node:501Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:72.24 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-503-601UpstreamDownstream
Scenario:ExistingInvert:47.99 ftInvert:48.36 ft
From Node:503Manning's N:0.0220Manning's N:0.0220
To Node:601Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.36 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-602-601UpstreamDownstream
Scenario:ExistingInvert:50.00 ftInvert:49.73 ft
From Node:602Manning's N:0.0220Manning's N:0.0220
To Node:601Geometry:CircularGeometry:Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
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Input Report
Damping: Length: FHWA Code: Entr Loss Coef: Exit Loss Coef: Bend Loss Coef: Bend Location: Energy Switch: 0.0000 ft 63.98 ft 5 0.70 0.00 0.00 0.00 dec Energy Default: Op Table: Ref Node: Manning's N: 0.0000 Default: Op Table: Ref Node: Manning's N: 0.0000 Default: Op Table: Ref Node: Manning's N: 0.00 ft
223
Top Clip
Default: 0.00 ft Default: 0.00 ft
Op Table: Ref Node: Manning's N: 0.0000 Op Table: Ref Node: Manning's N: 0.0000
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Pipe Link: P-603-602UpstreamDownstream
Scenario:ExistingInvert:50.79 ftInvert:50.38 ft
From Node:603Manning's N:0.0120Manning's N:0.0120
To Node:602Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:40.00 ftOp Table:Op Table:
FHWA Code:0Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment:
Pipe Link: P-603AUpstreamDownstream
Scenario:ExistingInvert:50.50 ftInvert:49.70 ft
From Node:603Manning's N:0.0220Manning's N:0.0220
To Node:600Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:30.00 ftOp Table:Op Table:
FHWA Code:6Ref Node:Ref Node:
Entr Loss Coef:0.20Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:1.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Field Review- Pipe poor condition; Inverts estimated from DEM
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Input Report
Pipe Link: P-606-603UpstreamDownstream
Scenario:ExistingInvert:52.21 ftInvert:52.02 ft
From Node:606Manning's N:0.0220Manning's N:0.0220
To Node:603Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:57.00 ftOp Table:Op Table:
FHWA Code:0Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment:Manning's N:0.0000Manning's N:0.0000
224
Comment:
Pipe Link: P-606-604UpstreamDownstream
Scenario:ExistingInvert:54.09 ftInvert:53.98 ft
From Node:606Manning's N:0.0120Manning's N:0.0120
To Node:604Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.50 ftMax Depth:2.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:66.10 ftOp Table:Op Table:
FHWA Code:2Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-606-811
Upstream Downstream
Invert: 51.49 ft Invert: 51.58 ft
Scenario: Existing
Manning's N: 0.0220 Manning's N: 0.0220
From Node: 606
Geometry: Circular Geometry: Circular
To Node: 811
Max Depth: 2.00 ft Max Depth: 2.00 ft
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft Default: 0.00 ft
Damping: 0.0000 ft
Op Table: Op Table:
Length: 55.23 ft
Ref Node: Ref Node:
FHWA Code: 5
Manning's N: 0.0000 Manning's N: 0.0000
Entr Loss Coef: 0.70 Exit Loss Coef: 0.00
Exit Loss Coef: 0.00
Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Top Clip
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Input Report
225
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: Pipe size,material, and inverts are updated based on SR 70 survey (APR2022). Entr. & Exit loss coefficients updated
Pipe Link: P-607-200UpstreamDownstream
Scenario:ExistingInvert:50.80 ftInvert:50.70 ft
From Node:607Manning's N:0.0220Manning's N:0.0220
To Node:200Geometry:CircularGeometry:Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:40.00 ftOp Table:Op Table:
FHWA Code:6Ref Node:Ref Node:
Entr Loss Coef:0.20Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:1.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment: Field Visit: Pipe Size estimated; Inverts estimated from DEMManning's N:0.0000Manning's N:0.0000
Pipe Link: P-607-600UpstreamDownstream
Scenario:ExistingInvert:51.50 ftInvert:51.40 ft
From Node:607Manning's N:0.0220Manning's N:0.0220
To Node:600Geometry:CircularGeometry:Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:40.00 ftOp Table:Op Table:
FHWA Code:4Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment: Field Visit; Pipe Size estimated; Inverts estimated from DEMManning's N:0.0000Manning's N:0.0000
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Pipe Link: P-609-404 Upstream Downstream
Scenario: Existing Invert: 48.60 ft Invert: 48.50 ft
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Input Report
From Node:609Manning's N:0.0220Manning's N:0.0220
To Node:404Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:50.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
226
Comment: Field visit confirmed location of cross drain; size and invert assumed
e Link: P-803-812UpstreamDownstream
Scenario:ExistingInvert:49.39 ftInvert:49.38 ft
From Node:803Manning's N:0.0120Manning's N:0.0120
To Node:812Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:64.66 ftOp Table:Op Table:
FHWA Code:2Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-808-813UpstreamDownstream
Scenario:ExistingInvert:51.68 ftInvert:52.37 ft
From Node:808Manning's N:0.0220Manning's N:0.0220
To Node:813Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:46.35 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
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Input Report
Energy Switch: Energy Ref Node: Manning's N: 0.0000 Ref Node: Manning's N: 0.0000
227
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr. & Exit loss coefficients updated
Pipe Link: P-811-808UpstreamDownstream
Scenario:ExistingInvert:52.26 ftInvert:52.17 ft
From Node:811Manning's N:0.0220Manning's N:0.0220
To Node:808Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:78.23 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-813-803UpstreamDownstream
Scenario:ExistingInvert:52.78 ftInvert:52.14 ft
From Node:813Manning's N:0.0220Manning's N:0.0220
To Node:803Geometry:CircularGeometry:Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:42.87 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-814-TW-West Upstream Downstream
Scenario: Existing Invert: 52.10 ft Invert: 51.90 ft
From Node: 814 Manning's N: 0.0220 Manning's N: 0.0220
To Node: TW-West Geometry: Circular Geometry: Circular
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
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Input Report
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:58.84 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
228
Comment: Pipe lentgh, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Pipe Link: P-815-812UpstreamDownstream
Scenario:ExistingInvert:51.74 ftInvert:51.78 ft
From Node:815Manning's N:0.0220Manning's N:0.0220
To Node:812Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:42.78 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-Citrus OutfallUpstreamDownstream
Scenario:ExistingInvert:48.00 ftInvert:47.90 ft
From Node:Citrus OutfallManning's N:0.0220Manning's N:0.0220
To Node:104Geometry: CircularGeometry: Circular
Link Count:1Max Depth:4.00 ftMax Depth:4.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:50.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment: Pipe lentgh, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
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Input Report
229
Manning's N: 0.0000 Manning's N: 0.0000
Comment: Pipe Size from SWFWMD Permit 11050.010; Inverts assumed
Weir Link: W-100-111
Scenario: Existing
From Node: 100 Default: 0.00 ft
To Node: 111 Op Table:
_ink Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Invert: 54.43 ft
Control Elevation: 54.43 ft
Cross Section: X-100-111
Bottom Clip
Top Clip
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing Bottom Clip
From Node: 100 Default: 0.00 ft
To Node: Citrus Outfall Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 54.63 ft
Control Elevation: 54.63 ft Weir Default: 2.800
Cross Section: X-100-Citrus Outfall Weir Table:
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-100-Citrus Outfall
Comment:
Weir Link: W-101-104
Scenario: Existing
From Node: 101 Default: 0.00 ft
To Node: 104 Op Table:
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Top Clip
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Input Report
230
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.43 ft
Control Elevation: 53.43 ft
Cross Section: X-101-104
Weir Link: W-102-102A
Scenario: Existing
From Node: 102
To Node: 102A
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.00 ft
Control Elevation: 50.00 ft
Cross Section: X-102-102A
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 102A
To Node: 207
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.05 ft
Control Elevation: 50.05 ft
Cross Section: X-102A-207
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-102A-207
Comment:
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Input Report
Weir Link: W-102B-102
Scenario: Existing
From Node: 102B
To Node: 102
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.40 ft
Control Elevation: 49.40 ft
Cross Section: X-102B-102
231
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 102C
To Node: 102
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.38 ft
Control Elevation: 50.38 ft
Cross Section: X-102C-102
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 102C
To Node: 102B
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.46 ft
Control Elevation: 51.46 ft
Cross Section: X-102C-102B
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-102C-102
Comment:
Weir Link: W-102C-102B
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Input Report
232
Orifice Table:
Comment:
Weir Link: W-102D-102
Scenario: Existing
From Node: 102D
To Node: 102
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.42 ft
Control Elevation: 49.42 ft
Cross Section: X-102D-102
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 102D
To Node: 102C
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.37 ft
Control Elevation: 50.37 ft
Cross Section: X-102D-102C
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-102D-102C
Comment:
Weir Link: W-103-101
Scenario: Existing
From Node: 103
To Node: 101
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
233
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 56.47 ft
Control Elevation: 56.47 ft
Cross Section: X-103-101
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-103-105
Scenario: Existing
From Node: 103
To Node: 105
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Geometry Type: Irregular
Invert: 54.43 ft
Control Elevation: 54.43 ft
Cross Section: X-103-105
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 103
To Node: TW-West
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.51 ft
Control Elevation: 54.51 ft
Cross Section: X-103-TW-West
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-103-TW-West
Comment:
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Input Report
Weir Link: W-104-102
Scenario: Existing
From Node: 104
To Node: 102
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Geometry Type: Irregular
Invert: 51.30 ft
Control Elevation: 51.30 ft
Cross Section: X-104-102
234
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 104
To Node: 102D
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.03 ft
Control Elevation: 51.03 ft
Cross Section: X-104-102D
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 105
To Node: 110
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.27 ft
Control Elevation: 51.27 ft
Cross Section: X-105-110
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-104-102D
Comment:
Weir Link: W-105-110
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Input Report
235
Orifice Table:
Comment:
Weir Link: W-106-105
Scenario: Existing
From Node: 106
To Node: 105
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.75 ft
Control Elevation: 53.75 ft
Cross Section: X-106-105
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 107
To Node: 106
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.14 ft
Control Elevation: 54.14 ft
Cross Section: X-107-106
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-107-106
Comment:
Weir Link: W-107-TW-West
Scenario: Existing
From Node: 107
To Node: TW-West
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
236
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.20 ft
Control Elevation: 54.20 ft
Cross Section: X-107-TW
Weir Link: W-110-Citrus Outfall
Scenario: Existing
From Node: 110
To Node: Citrus Outfall
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.16 ft
Control Elevation: 50.16 ft
Cross Section: X-110-Citrus Outfall
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 111
To Node: 104
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.43 ft
Control Elevation: 52.43 ft
Cross Section: X-111-104
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-111-104
Comment:
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Input Report
Weir Link: W-112-PEACE
Scenario: Existing
From Node: 112
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 37.61 ft
Control Elevation: 44.00 ft
Cross Section: X-112-PEACE
237
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment: Control elevation set at Wetland average elev
Weir Link: W-113-112
Scenario: Existing
From Node: 113
To Node: 112
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.68 ft
Control Elevation: 49.68 ft
Cross Section: X-113-112
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 114
To Node: 113
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.10 ft
Control Elevation: 52.10 ft
Cross Section: X-114-113
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-114-113
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Input Report
238
Orifice Table:
Comment:
Weir Link: W-180-101
Scenario:ExistingBottom Clip
From Node:180Default:0.00 ft
To Node:101Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:55.06 ftDischarge Coefficients
Control Elevation:55.06 ftWeir Default:2.800
Cross Section:X-180-101Weir Table:
Orifice Default:0.600
Orifice Table:
Orifice Table:
Scenario: Existing
From Node: 180 Default: 0.00 ft
To Node: 104 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 55.05 ft
Control Elevation: 55.05 ft Weir Default: 2.800
Cross Section: X-180-104 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-180-104
Comment:
Weir Link: W-180-198
Scenario: Existing Bottom Clip
From Node: 180 Default: 0.00 ft
To Node: 198 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Top Clip
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Input Report
239
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.87 ft
Control Elevation: 53.87 ft
Cross Section: XS180-198
Weir Link: W-180-199
Scenario: Existing
From Node: 180
To Node: 199
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.16 ft
Control Elevation: 53.16 ft
Cross Section: X-180-199
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 181
To Node: 180
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.27 ft
Control Elevation: 55.27 ft
Cross Section: X-181-180
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-181-180
Comment:
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Input Report
Weir Link: W-181-TW-South
W-181-TW-South
Scenario:ExistingBottom Clip
From Node:181Default: 0.00 ft
To Node:TW-southOp Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:55.39 ftDischarge Coefficients
Control Elevation:55.39 ftWeir Default: 2.800
Cross Section:X-181-TWWeir Table:
Orifice Default: 0.600
240
Orifice Table:
Scenario: Existing
From Node: 198 Default: 0.00 ft
To Node: 199 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 51.67 ft
Control Elevation: 51.67 ft Weir Default: 2.800
Cross Section: X-198-199 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 198 Default: 0.00 ft
To Node: Peace River1 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 52.90 ft Weir Default: 2.800
Cross Section: X-198-Peace River1 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F23]
[F27]
[F7]
[F2]
Orifice Default: 0.600
Comment:
Weir Link: W-198-199
Comment:
Weir Link: W-198-Peace River1
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
241
Orifice Table:
Comment:
Weir Link: W-200-111
Scenario:ExistingBottom Clip
From Node:200Default:0.00 ft
To Node:111Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:52.42 ftDischarge Coefficients
Control Elevation:52.42 ftWeir Default:2.800
Cross Section:X-200-111Weir Table:
Orifice Default:0.600
Orifice Table:
Orifice Table:
Scenario: Existing
From Node: 200 Default: 0.00 ft
To Node: 201 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Paved Road Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 50.46 ft
Control Elevation: 50.46 ft Weir Default: 2.800
Cross Section: X-200-201 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-200-201
Comment:
Weir Link: W-200-609
Scenario: Existing Bottom Clip
From Node: 200 Default: 0.00 ft
To Node: 609 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Top Clip
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Input Report
242
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.89 ft
Control Elevation: 50.89 ft
Cross Section: X-200-609
Weir Link: W-201-202
Scenario: Existing
From Node: 201
To Node: 202
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 36.16 ft
Control Elevation: 36.16 ft
Cross Section: X-201-202
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 202
To Node: 203
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 38.21 ft
Control Elevation: 38.21 ft
Cross Section: X-202-203
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-202-203
Comment:
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Input Report
Weir Link: W-202-208
Scenario:ExistingBottom Clip
From Node:202Default: 0.00 ft
To Node:208Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:39.42 ftDischarge Coefficients
Control Elevation:39.42 ftWeir Default: 2.800
Cross Section:X-202-208Weir Table:
Orifice Default: 0.600 Orifice Table:
243
Orifice Table:
Scenario: Existing
From Node: 203 Default: 0.00 ft
To Node: 208 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 38.80 ft
Control Elevation: 38.80 ft Weir Default: 2.800
Cross Section: X-203-208 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 203 Default: 0.00 ft
To Node: 304 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 37.33 ft Weir Default: 2.800
Cross Section: X-203-304 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F25]
[F7]
[F22]
Orifice Default: 0.600
Comment:
Weir Link: W-203-208
Comment:
Weir Link: W-203-304
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Input Report
244
Orifice Table:
Comment:
Weir Link: W-203-308
Scenario: Existing
From Node: 203
To Node: 308
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 37.75 ft
Control Elevation: 37.75 ft
Cross Section: X-203-308
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 204
To Node: 202
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 43.50 ft
Control Elevation: 43.50 ft
Cross Section: X-204-202
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-204-202
Comment:
Weir Link: W-204-209
Scenario: Existing
From Node: 204
To Node: 209
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
245
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 44.31 f
invert: 44.31℃
Control Elevation: 44.31 ft
Cross Section: X-204-209
Weir Link: W-205-112
Scenario: Existing
From Node: 205
To Node: 112
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 47.82 ft
Control Elevation: 47.82 ft
Cross Section: X-205-112
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 205
To Node: 204
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 46.34 ft
Control Elevation: 46.34 ft
Cross Section: X-205-204
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-205-204
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-205-209
Scenario:ExistingBottom Clip
From Node:205Default: 0.00 ft
To Node:209Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:47.00 ftDischarge Coefficients
Control Elevation:47.00 ftWeir Default: 2.800
Cross Section:X-205-209Weir Table:
Orifice Default: 0.600
Orifice Table:
246
Orifice Table:
Scenario: Existing
From Node: 206 Default: 0.00 ft
To Node: 112 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 49.64 ft
Control Elevation: 49.64 ft Weir Default: 2.800
Cross Section: X-206-112 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 206 Default: 0.00 ft
To Node: 113 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 50.40 ft Weir Default: 2.800
Cross Section: X-206-113 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F25]
[F3]
[F22]
Orifice Default: 0.600
Comment:
Weir Link: W-206-112
Comment:
Weir Link: W-206-113
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
247
Orifice Table:
Comment:
Weir Link: W-206-205
Scenario:ExistingBottom Clip
From Node:206Default: 0.00 ft
To Node:205Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:49.15 ftDischarge Coefficients
Control Elevation:49.15 ftWeir Default: 2.800
Cross Section:X-206-205Weir Table:
Orifice Default: 0.600
Orifice Table:
Orifice Table:
Scenario: Existing
From Node: 207 Default: 0.00 ft
To Node: 113 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 50.67 ft
Control Elevation: 50.67 ft Weir Default: 2.800
Cross Section: X-207-113
Bottom Clip
Top Clip
Discharge Coefficients
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-207-113
Comment:
Weir Link: W-207-206
Scenario: Existing Bottom Clip
From Node: 207 Default: 0.00 ft
To Node: 206 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Top Clip
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Input Report
248
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.68 ft
Control Elevation: 49.68 ft
Cross Section: X-207-206
Weir Link: W-208-PEACE
Scenario: Existing
From Node: 208
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 30.79 ft
Control Elevation: 30.79 ft
Cross Section: X-208-PEACE
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 209
To Node: 208
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 42.90 ft
Control Elevation: 42.90 ft
Cross Section: X-209-208
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-209-208
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-300-302
Scenario:ExistingBottom Clip
From Node:300Default: 0.00 ft
To Node:302Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:19.52 ftDischarge Coefficients
Control Elevation:19.52 ftWeir Default: 2.800
Cross Section:X-300-302Weir Table:
Orifice Default: 0.600 Orifice Table:
249
Orifice Table:
Scenario: Existing
From Node: 302 Default: 0.00 ft
To Node: 305 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 22.40 ft
Control Elevation: 22.40 ft Weir Default: 2.800
Cross Section: X-302-305 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-302-305
Comment: SR 72 overtopping weir at EX-2
Weir Link: W-303-300
Scenario: Existing
From Node: 303 Default: 0.00 ft
To Node: 300 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Invert: 24.99 ft
Control Elevation: 24.99 ft Weir Default: 2.800
Cross Section: X-303-300 Weir Table:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Top Clip
Ref Node:
Discharge Coefficients
Orifice Default: 0.600
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Input Report
250
Orifice Table:
Comment:
Weir Link: W-303-302
Scenario: Existing
From Node: 303
To Node: 302
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 25.27 ft
Control Elevation: 25.27 ft
Cross Section: X-303-302
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 304
To Node: 302
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 32.71 ft
Control Elevation: 32.71 ft
Cross Section: X-304-302
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-304-302
Comment:
Weir Link: W-304-305
Scenario: Existing
From Node: 304
To Node: 305
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
251
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 32.94 ft
Control Elevation: 32.94 ft
Cross Section: X-304-305
Weir Link: W-304-308
Scenario: Existing
From Node: 304
To Node: 308
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 34.11 ft
Control Elevation: 34.11 ft
Cross Section: X-304-308
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 305
To Node: 306
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.12 ft
Control Elevation: 19.12 ft
Cross Section: X-305-306
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-305-306
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-305-PEACE
Scenario: Existing
From Node: 305
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.44 ft
Control Elevation: 19.44 ft
Cross Section: X-305-PEACE
252
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 306
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.10 ft
Control Elevation: 19.10 ft
Cross Section: X-306-PEACE
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 308
To Node: 208
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 35.34 ft
Control Elevation: 35.34 ft
Cross Section: X-308-208
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-306-PEACE
Comment:
Weir Link: W-308-208
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
253
Orifice Table:
Comment:
Weir Link: W-308-305
Scenario:ExistingBottom Clip
From Node:308Default:0.00 ft
To Node:305Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:33.42 ftDischarge Coefficients
Control Elevation:33.42 ftWeir Default:2.800
Cross Section:X-308-305Weir Table:
Orifice Default:0.600
Orifice Table:
Orifice Table:
Scenario: Existing
From Node: 400 Default: 0.00 ft
To Node: 401 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 32.65 ft
Control Elevation: 32.65 ft Weir Default: 2.800
Cross Section: X-400-401 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-400-401
Comment:
Weir Link: W-401-300
Scenario: Existing Bottom Clip
From Node: 401 Default: 0.00 ft
To Node: 300 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Top Clip
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Input Report
254
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.69 ft
Control Elevation: 19.69 ft
Cross Section: X-401-300
Weir Link: W-401-302
Scenario: Existing
From Node: 401
To Node: 302
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 20.38 ft
Control Elevation: 20.38 ft
Cross Section: X-401-302
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 401
To Node: 402
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 20.15 ft
Control Elevation: 20.15 ft
Cross Section: X-401-402
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-401-402
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-402-302
Scenario:ExistingBottom Clip
From Node:402Default: 0.00 ft
To Node:302Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:20.12 ftDischarge Coefficients
Control Elevation:20.12 ftWeir Default: 2.800
Cross Section:X-402-302Weir Table:
Orifice Default: 0.600 Orifice Table:
255
Orifice Table:
Scenario: Existing
From Node: 402 Default: 0.00 ft
To Node: 305 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 23.03 ft
Control Elevation: 23.03 ft Weir Default: 2.800
Cross Section: X-402-305 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-402-305
Comment: SR 72 overtopping weir at EX-3
Weir Link: W-402-407
Scenario: Existing
From Node: 402 Default: 0.00 ft
To Node: 407 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 24.66 ft Weir Default: 2.800
Cross Section: X-402-407 Weir Table:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Top Clip
Ref Node:
[F25]
[F7]
[F22]
Orifice Default: 0.600
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Input Report
256
Orifice Table:
Comment:
Weir Link: W-402-408
Scenario: Existing
From Node: 402
To Node: 408
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 26.47 ft
Control Elevation: 26.47 ft
Cross Section: X-402-408
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 403
To Node: 406
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 41.29 ft
Control Elevation: 41.29 ft
Cross Section: X-403-406
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-403-406
Comment:
Weir Link: W-404-400
Scenario: Existing
From Node: 404
To Node: 400
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
257
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
nvert: 40.75 ft
Control Elevation: 40.75 ft
Cross Section: X-404-400
Weir Link: W-406-402
Scenario: Existing
From Node: 406
To Node: 402
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 24.44 ft
Control Elevation: 24.44 ft
Cross Section: X-406-402
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 407
To Node: 305
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.67 ft
Control Elevation: 19.67 ft
Cross Section: X-407-305
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-407-305
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-407-408
Scenario: Existing
From Node: 407
To Node: 408
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 27.15 ft
Control Elevation: 27.15 ft
Cross Section: X-407-408
258
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 408
To Node: Peace River US
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 20.47 ft
Control Elevation: 20.47 ft
Cross Section: X-408-PEACE
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 409
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 22.40 ft
Control Elevation: 22.40 ft
Cross Section: X-409-PEACE
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-408-PEACE
Comment:
Weir Link: W-409-PEACE
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
259
Orifice Table:
Comment:
Weir Link: W-500-501
Scenario:ExistingBottom Clip
From Node:500Default:0.00 ft
To Node:501Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:49.51 ftDischarge Coefficients
Control Elevation:49.51 ftWeir Default:2.800
Cross Section:X-500-501Weir Table:
Orifice Default:0.600
Orifice Table:
Orifice Table:
Scenario: Existing
From Node: 501 Default: 0.00 ft
To Node: 403 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Paved Road Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 43.81 ft
Control Elevation: 43.81 ft Weir Default: 2.800
Cross Section: X-501-403 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-501-403
Comment:
Weir Link: W-502-406
Scenario: Existing Bottom Clip
From Node: 502 Default: 0.00 ft
To Node: 406 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
260
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 44.92 ft
Control Elevation: 44.92 ft
Cross Section: X-502-406
Weir Link: W-502-501
Scenario: Existing
From Node: 502
To Node: 501
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 43.48 ft
Control Elevation: 43.48 ft
Cross Section: X-502-501
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 503
To Node: 609
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.00 ft
Control Elevation: 50.00 ft
Cross Section: X-503-609
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-503-609
Comment:
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Input Report
Weir Link: W-600-601
Scenario:ExistingBottom Clip
From Node:600Default:0.00 ft
To Node:601Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:48.68 ftDischarge Coefficients
Control Elevation:48.68 ftWeir Default:2.800
Cross Section:X-600-601Weir Table:
Orifice Default:0.600
Orifice Table:
261
Orifice Table:
Scenario: Existing
From Node: 600 Default: 0.00 ft
To Node: 609 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 50.45 ft
Control Elevation: 50.45 ft Weir Default: 2.800
Cross Section: X-600-609 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 601 Default: 0.00 ft
To Node: 503 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 50.72 ft Weir Default: 2.800
Cross Section: X-601-503 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F4]
[F23]
[F22]
Orifice Default: 0.600
Comment:
Weir Link: W-600-609
Comment:
Weir Link: W-601-503
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Input Report
262
Orifice Table:
Comment:
Weir Link: W-602-600
Scenario:ExistingBottom Clip
From Node:602Default:0.00 ft
To Node:600Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:51.59 ftDischarge Coefficients
Control Elevation:51.59 ftWeir Default:2.800
Cross Section:X-602-600Weir Table:
Orifice Default:0.600
Orifice Table:
Orifice Table:
Scenario: Existing
From Node: 603 Default: 0.00 ft
To Node: 600 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 51.61 ft
Control Elevation: 51.61 ft Weir Default: 2.800
Cross Section: X-603-600 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-603-600
Comment:
Weir Link: W-603-602
Scenario: Existing Bottom Clip
From Node: 603 Default: 0.00 ft
To Node: 602 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
263
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.59 ft
Control Elevation: 51.59 ft
Cross Section: X-603-602
Weir Link: W-604-605
Scenario: Existing
From Node: 604
To Node: 605
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.73 ft
Control Elevation: 53.73 ft
Cross Section: X-604-605
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 604
To Node: Peace River Trib1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.97 ft
Control Elevation: 53.97 ft
Cross Section: X-604-PeaceTrib1
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-604-PeaceTrib1
Comment:
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Input Report
Weir Link: W-605-PeaceTrib1
Scenario: Existing
From Node: 605
To Node: Peace River Trib1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.23 ft
Control Elevation: 53.23 ft
Cross Section: X-605-PeaceTrib1
264
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 606
To Node: 603
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.13 ft
Control Elevation: 55.13 ft
Cross Section: X-606-603
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 606
To Node: 811
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Geometry Type: Irregular
Invert: 54.47 ft
Control Elevation: 54.47 ft
Cross Section: X-606-811
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-606-603
Comment:
Weir Link: W-606-811
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Input Report
265
Orifice Table:
Comment:
Weir Link: W-607-603
Scenario: ExistingBottom Clip
From Node: 607Default: 0.00 ft
To Node: 603Op Table:
Link Count: 1Ref Node:
Flow Direction: BothTop Clip
Damping: 0.0000 ftDefault: 0.00 ft
Weir Type: Broad Crested VerticalOp Table:
Geometry Type: IrregularRef Node:
Invert: 52.27 ftDischarge Coefficients
Control Elevation: 52.27 ftWeir Default: 2.800
Cross Section: X-607-603Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 608 Default: 0.00 ft
To Node: 606 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 54.92 ft
Control Elevation: 54.92 ft Weir Default: 2.800
Cross Section: X-608-606 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-608-606
Comment:
Weir Link: W-608-819
Scenario: Existing Bottom Clip
From Node: 608 Default: 0.00 ft
To Node: 819 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Top Clip
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Input Report
266
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.47 ft
Control Elevation: 55.47 ft
Cross Section: X-608-819
Weir Link: W-609-601
Scenario: Existing
From Node: 609
To Node: 601
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.41 ft
Control Elevation: 49.41 ft
Cross Section: X-609-601
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 801
To Node: 803
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.79 ft
Control Elevation: 52.79 ft
Cross Section: X-801-803
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-801-803
Comment:
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Input Report
Weir Link: W-801-TW-North
Scenario: Existing
From Node: 801
To Node: TW-North
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.09 ft
Control Elevation: 54.09 ft
Cross Section: X-801-TW-North
267
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 803
To Node: 605
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.88 ft
Control Elevation: 53.88 ft
Cross Section: X-803-605
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 803
To Node: 812
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 56.22 ft
Control Elevation: 56.22 ft
Cross Section: X-803-812
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-803-605
Comment:
Weir Link: W-803-812
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Input Report
268
Orifice Table:
Comment:
Weir Link: W-805-TW-West
Scenario: Existing
From Node: 805
To Node: TW-West
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.48 ft
Control Elevation: 49.48 ft
Cross Section: X-805-TW-West
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 806
To Node: 805
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.74 ft
Control Elevation: 52.74 ft
Cross Section: X-806-805
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-806-805
Comment:
Weir Link: W-806-TW-West
Scenario: Existing
From Node: 806
To Node: TW-West
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
269
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.73 ft
Control Elevation: 52.73 ft
Cross Section: X-806-TW-West
Weir Link: W-807-806
Scenario: Existing
From Node: 807
To Node: 806
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.68 ft
Control Elevation: 51.68 ft
Cross Section: X-807-806
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 808
To Node: 813
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.85 ft
Control Elevation: 53.85 ft
Cross Section: X-808-813
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-808-813
Comment:
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Input Report
Weir Link: W-808-818
Scenario: Existing
From Node: 808
To Node: 818
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.60 ft
Control Elevation: 53.60 ft
Cross Section: X-808-818
270
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 809
To Node: 807
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.99 ft
Control Elevation: 52.99 ft
Cross Section: X-809-807
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 809
To Node: TW-West
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.32 ft
Control Elevation: 53.32 ft
Cross Section: X-809-TW-West
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-809-807
Comment:
Weir Link: W-809-TW-West
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
271
Orifice Table:
Comment:
Weir Link: W-810-808
Scenario:ExistingBottom Clip
From Node:810Default:0.00 ft
To Node:808Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:54.29 ftDischarge Coefficients
Control Elevation:54.29 ftWeir Default:2.800
Cross Section:X-810-808Weir Table:
Orifice Default:0.600
Orifice Table:
Orifice Table:
Scenario: Existing
From Node: 810 Default: 0.00 ft
To Node: 812 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 54.37 ft
Control Elevation: 54.37 ft Weir Default: 2.800
Cross Section: X-810-812 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-810-812
Comment:
Weir Link: W-811-808
Scenario: Existing Bottom Clip
From Node: 811 Default: 0.00 ft
To Node: 808 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Top Clip
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Input Report
272
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.34 ft
Control Elevation: 53.34 ft
Cross Section: X-811-808
Weir Link: W-811-818
Scenario: Existing
From Node: 811
To Node: 818
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.99 ft
Control Elevation: 53.99 ft
Cross Section: X-811-818
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 812
To Node: 807
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.75 ft
Control Elevation: 53.75 ft
Cross Section: X-812-807
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-812-807
Comment:
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Input Report
Weir Link: W-813-803
Scenario: Existing
From Node: 813
To Node: 803
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.20 ft
Control Elevation: 54.20 ft
Cross Section: X-813-803
273
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 813
To Node: 812
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.13 ft
Control Elevation: 54.13 ft
Cross Section: X-813-812
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 814
To Node: 809
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.30 ft
Control Elevation: 52.30 ft
Cross Section: X-814-809
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-813-812
Comment:
Weir Link: W-814-809
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
274
Orifice Table:
Comment:
Weir Link: W-815-809
Scenario:ExistingBottom Clip
From Node:815Default: 0.00 ft
To Node:809Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:54.33 ftDischarge Coefficients
Control Elevation:54.33 ftWeir Default: 2.800
Cross Section:X-815-809Weir Table:
Orifice Default: 0.600
Orifice Table:
Orifice Table:
Scenario: Existing
From Node: 816 Default: 0.00 ft
To Node: 106 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 54.51 ft
Control Elevation: 54.51 ft Weir Default: 2.800
Cross Section: X-816-106 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-816-106
Comment:
Weir Link: W-816-806
Scenario: Existing Bottom Clip
From Node: 816 Default: 0.00 ft
To Node: 806 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Top Clip
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Input Report
275
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.50 ft
Control Elevation: 54.50 ft
Cross Section: X-816-806
Weir Link: W-817-106
Scenario: Existing
From Node: 817
To Node: 106
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.19 ft
Control Elevation: 54.19 ft
Cross Section: X-817-106
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 817
To Node: 806
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.21 ft
Control Elevation: 54.21 ft
Cross Section: X-817-806
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-817-806
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-818-807
Scenario:ExistingBottom Clip
From Node:818Default: 0.00 ft
To Node:807Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:52.98 ftDischarge Coefficients
Control Elevation:52.98 ftWeir Default: 2.800
Cross Section:X-818-807Weir Table:
Orifice Default: 0.600
Orifice Table:
276
Orifice Table:
Scenario: Existing
From Node: 819 Default: 0.00 ft
To Node: 811 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 54.94 ft
Control Elevation: 54.94 ft Weir Default: 2.800
Cross Section: X-819-811
Bottom Clip
Top Clip
Discharge Coefficients
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 819 Default: 0.00 ft
To Node: 818 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 55.14 ft Weir Default: 2.800
Cross Section: X-819-818 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F4]
[F23]
[F22]
Orifice Default: 0.600
Comment:
Weir Link: W-819-811
Comment:
Weir Link: W-819-818
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Input Report
277
Orifice Table:
Comment:
Weir Link: W-Citrus Outfall-104
Scenario:ExistingBottom Clip
From Node:Citrus OutfallDefault:0.00 ft
To Node:104Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:50.16 ftDischarge Coefficients
Control Elevation:50.16 ftWeir Default:2.800
Cross Section:X-Citrus Outfall-104Weir Table:
Orifice Default:0.600
Orifice Table:
Comment:
Line Link: CD-1UpstreamDownstream
Scenario:PD&EInvert:28.90 ftInvert:28.50 ft
From Node:202Manning's N:0.0120Manning's N:0.0120
To Node:208Geometry:RectangularGeometry:Rectangular
Link Count:1Max Depth:8.00 ftMax Depth:8.00 ft
Flow Direction:BothMax Width:8.00 ftMax Width:8.00 ft
Damping:0.0000 ftFillet:0.00 ftFillet:0.00 ft
Length:85.00 ftBottom Clip
FHWA Code:11Default:0.00 ftDefault:0.00 ft
Entr Loss Coef:0.50Op Table:Op Table:
Exit Loss Coef:0.00Ref Node:Ref Node:
Bend Loss Coef:0.00Manning's N:0.0000Manning's N:0.0000
Bend Location:0.00 decTop Clip
Energy Switch:EnergyDefault:0.00 ftDefault:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Manning's N: 0.0000 Manning's N: 0.0000
Comment:
Pipe Link: CD-2UpstreamDownstream
Scenario: PD&EInvert: 17.63 ftInvert: 17.80 ft
From Node: 302Manning's N: 0.0120Manning's N: 0.0120
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Input Report
To Node:305Geometry: CircularGeometry: Circular
Link Count:2Max Depth:2.50 ftMax Depth:2.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:250.00 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
278
Comment:
Pipe Link: CD-5UpstreamDownstream
Scenario:PD&EInvert:40.33 ftInvert:40.29 ft
From Node:501Manning's N:0.0120Manning's N:0.0120
To Node:Peace River Trib2Geometry: Horizontal EllipseGeometry: Horizontal Ellipse
Link Count:1Max Depth:1.92 ftMax Depth:1.92 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:69.42 ftOp Table:Op Table:
FHWA Code:2Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022)
Pipe Link: CD-6UpstreamDownstream
Scenario:PD&EInvert:46.45 ftInvert:47.05 ft
From Node:601Manning's N:0.0120Manning's N:0.0120
To Node:Peace River Trib1Geometry: CircularGeometry: Circular
Link Count:3Max Depth:3.50 ftMax Depth:3.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:65.54 ftOp Table:Op Table:
FHWA Code:2Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
279
Manning's N: 0.0000 Manning's N: 0.0000
Comment: Field visited; Pipe size, material, and inverts are updated based on SR 70 survey (APR2022)
Drop Structure Link: Citrus OutfallUpstream PipeDownstream Pipe
Scenario:PD&EInvert:44.90 ftInvert:44.80 ft
From Node:Citrus Pond 2Manning's N:0.0130Manning's N:0.0130
To Node:Citrus OutfallGeometry: CircularGeometry: Circular
Link Count:1Max Depth:4.00 ftMax Depth:4.00 ft
Flow Direction:BothBottom Clip
Solution:CombineDefault:0.00 ftDefault:0.00 ft
Increments:10Op Table:Op Table:
Pipe Count:1Ref Node:Ref Node:
Damping:0.0000 ftManning's N:0.0000Manning's N:0.0000
Length:50.00 ftTop Clip
FHWA Code:1Default:0.00 ftDefault:0.00 ft
Entr Loss Coef:0.00Op Table:Op Table:
Exit Loss Coef:1.00Ref Node:Ref Node:
Bend Loss Coef:0.00Manning's N:0.0000Manning's N:0.0000
Bend Location:0.00 dec
Energy Switch:Energy
Pipe Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Weir Component
Weir:1Bottom Clip
Weir Count:1Default:0.00 ft
Weir Flow Direction:BothOp Table:
Damping:0.0000 ftRef Node:
Weir Type:Sharp Crested VerticalTop Clip
Geometry Type:CircularDefault:0.00 ft
Invert:48.40 ftOp Table:
Control Elevation:48.40 ftRef Node:
Max Depth:0.48 ftDischarge Coefficients
Weir Default:3.200
Weir Table:
Orifice Default:0.600
Orifice Table:
Weir Comment: Converted to NAVD
Weir Component
Weir: 2
Weir: 2Bottom C1
Weir Count: 1Default: 0.0
Weir Flow Direction: BothOp Table:
Damping: 0.0000 ftRef Node:
Weir Type: Sharp Crested VerticalTop Clip
Geometry Type: RectangularDefault: 0.0
Invert: 49.27 ftOp Table:
Control Elevation: 49.27 ftRef Node:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
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Input Report
280
Max Depth: 1.38 ftDischarge Coefficients
Max Width: 8.00 ftWeir Default: 3.200
Fillet: 0.00 ftWeir Table: 0.600
Orifice Default: 0.600
Orifice Table: 0.600
Weir Comment: Converted to NAVD
Weir Component
Weir:3Bottom Clip
Weir Count:1Default:0.00 ft
Weir Flow Direction:BothOp Table: 0.00 ft
Damping:0.0000 ftRef Node: 0.00 ft
Weir Type:HorizontalTop Clip 0.00 ft
Geometry Type:Rectangular Invert: 50.90 ftDefault: 0.00 ft
Control Elevation:50.90 ftOp Table: 0.00 ft
Max Depth:3.00 ftRef Node: 0.00 ft
Max Width:6.58 ftDischarge Coefficients 3.200
Fillet:0.00 ftWeir Default: 0.600
Orifice Default: 0.600
Orifice Table: 0.600
Weir Comment: Converted to NAVD
Drop Structure Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Joe Link: Citrus Pond PipesUpstreamDownstream
Scenario:PD&EInvert:46.20 ftInvert:45.90 ft
From Node:Citrus Pond 1Manning's N:0.0120Manning's N:
To Node:Citrus Pond 2Geometry: CircularGeometry: Circular
Link Count:2Max Depth:2.00 ftMax Depth:
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:
Exit Loss Coef:1.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:
0.0000
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Pipe Link: Citrus Pond Pipes NEW Upstream Downstream
Scenario: PD&E Invert: 46.20 ft Invert: 45.90 ft
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Appendix B. Page 361 of 443
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Input Report
From Node:Citrus Pond 1Manning's N:0.0120Manning's N:0.0120
To Node:Citrus Pond 2Geometry: CircularGeometry: Circular
Link Count:1Max Depth:3.50 ftMax Depth:3.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:1.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
281
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Channel Link: Citrus Site SwaleUpstreamDownstream
Scenario:PD&EInvert:44.30 ftInvert:43.00 ft
From Node:Citrus Swale USManning's N:0.2400Manning's N:0.2400
To Node:Citrus Swale DSGeometry:TrapezoidalGeometry:Trapezoidal
Link Count:1Max Depth:999.00 ftMax Depth:999.00 ft
Flow Direction:BothExtrapolation:NormalExtrapolation:Normal
Damping:0.0000 ftBottom Width:12.00 ftBottom Width:12.00 ft
Length:1080.00 ftLeft Slope:1.000 (h:v)Left Slope:1.000 (h:v)
Contraction Coef:0.10Right Slope:1.000 (h:v)Right Slope:1.000 (h:v)
Expansion Coef:0.30Bottom Clip
Entr Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Exit Loss Coef:0.00Op Table:Op Table:
Bend Loss Coef:0.00Ref Node:Ref Node:
Bend Location:0.00 decManning's N:0.0000Manning's N:0.0000
Energy Switch:EnergyTop Clip
Default:0.00 ftDefault:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Pipe Link: Citrus Swale PipeUpstreamDownstream
Scenario:PD&EInvert:42.90 ftInvert:42.70 ft
From Node:Citrus Swale DSManning's N:0.0120Manning's N:0.0120
To Node:Citrus Pond 1Geometry: CircularGeometry: Circular
Link Count:1Max Depth:4.00 ftMax Depth:4.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:80.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:1.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
282
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
52.3
Drop Structure Link: D-200Upstream PipeDownstream Pipe
Scenario:PD&EInvert:47.00 ftInvert:46.90 ft
From Node:200Manning's N:0.0220Manning's N:0.0220
To Node:201Geometry: Horizontal EllipseGeometry: Horizontal Ellipse
Link Count:1Max Depth:3.50 ftMax Depth:3.50 ft
Flow Direction:BothBottom Clip
Solution:CombineDefault:0.00 ftDefault:0.00 ft
Increments:0Op Table:Op Table:
Pipe Count:1Ref Node:Ref Node:
Damping:0.0000 ftManning's N:0.0000Manning's N:0.0000
Length:30.00 ftTop Clip
FHWA Code:3Default:0.00 ftDefault:0.00 ft
Entr Loss Coef:0.20Op Table:Op Table:
Exit Loss Coef:1.00Ref Node:Ref Node:
Bend Loss Coef:0.00Manning's N:0.0000Manning's N:0.0000
Bend Location:0.00 dec
Energy Switch:Energy
Pipe Comment: Field verified; Inverts estimated from DEM
Weir Component
Weir:1Bottom Clip
Weir Count:1Default: 0.00 ft
Weir Flow Direction:BothOp Table:
Damping:0.0000 ftRef Node:
Weir Type:Broad Crested VerticalTop Clip
Geometry Type:RectangularDefault: 0.00 ft
Invert:47.00 ftOp Table:
Control Elevation:47.50 ftRef Node:
Max Depth:999.00 ftDischarge Coefficients
Max Width:100.00 ftWeir Default: 3.200
Fillet:0.00 ftWeir Table:
Orifice Default: 0.600
Orifice Table:
Weir Comment: Used to model SHWT upstream
Drop Structure Comment:
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Input Report
Pipe Link: EX-0UpstreamDownstream
Scenario:PD&EInvert:40.70 ftInvert:38.60 ft
From Node:102Manning's N:0.0120Manning's N:0.0120
To Node:113Geometry:RectangularGeometry:Rectangular
Link Count:1Max Depth:8.00 ftMax Depth:8.00 ft
Flow Direction:BothMax Width:8.00 ftMax Width:8.00 ft
Damping:0.0000 ftFillet:0.00 ftFillet:0.00 ft
Length:78.00 ftBottom Clip
FHWA Code:11Default:0.00 ftDefault:0.00 ft
Entr Loss Coef:0.50Op Table:Op Table:
Exit Loss Coef:0.00Ref Node:Ref Node:
Bend Loss Coef:0.00Manning's N:0.0000Manning's N:0.0000
Bend Location:0.00 decTop Clip
Energy Switch:EnergyDefault:0.00 ftDefault:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
283
Comment: From Survey
Pipe Link: EX-3_1UpstreamDownstream
Scenario:PD&EInvert:19.22 ftInvert:19.01 ft
From Node:402Manning's N:0.0120Manning's N:0.0120
To Node:407Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:NoneBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:76.00 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
Pipe Link: EX-3_2UpstreamDownstream
Scenario: PD&EInvert: 19.16 ftInvert: 19.17 ft
From Node: 402Manning's N: 0.0120Manning's N: 0.0120
To Node: 407Geometry: CircularGeometry: Circular
Link Count: 1Max Depth: 2.00 ftMax Depth: 2.00 ft
Flow Direction: NoneBottom Clip
Damping: 0.0000 ftDefault: 0.00 ftDefault: 0.00 ft
Length: 76.00 ftOp Table:Op Table:
FHWA Code: 1Ref Node:Ref Node:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment: From SurveyManning's N:0.0000Manning's N:0.0000
284
Pipe Link: P-100UpstreamDownstream
Scenario:PD&EInvert:52.80 ftInvert:49.80 ft
From Node:100Manning's N:0.0120Manning's N:0.0120
To Node:Citrus OutfallGeometry:CircularGeometry:Circular
Link Count:1Max Depth:1.25 ftMax Depth:1.25 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:70.00 ftOp Table:Op Table:
FHWA Code:6Ref Node:Ref Node:
Entr Loss Coef:0.20Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:1.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment: Pipe Size Estimated; Inverts estimated from DEMManning's N:0.0000Manning's N:0.0000
Pipe Link: P-101-104UpstreamDownstream
Scenario:PD&EInvert:50.30 ftInvert:50.20 ft
From Node:101Manning's N:0.0220Manning's N:0.0220
To Node:104Geometry:CircularGeometry:Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:70.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment: Pipe size from SWFWMD ERP Permit 11050.010; Inverts estimated of off DEMManning's N:0.0000Manning's N:0.0000
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Pipe Link: P-101-TW-SouthUpstreamDownstream
Scenario:PD&EInvert:52.50 ftInvert:52.00 ft
From Node:101Manning's N:0.0120Manning's N:0.0120
To Node:TW-southGeometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:230.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
285
Comment: Visible from Google Earth; Pipe size and inverts assumed
Pipe Link: P-102A-207UpstreamDownstream
Scenario:PD&EInvert:48.19 ftInvert:48.11 ft
From Node:102AManning's N:0.0120Manning's N:0.0120
To Node:207Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:39.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
pe Link: P-102C-102BUpstreamDownstream
Scenario:PD&EInvert:50.31 ftInvert:50.19 ft
From Node:102CManning's N:0.0220Manning's N:0.0220
To Node:102BGeometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:32.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
286
Comment: From Survey
Pipe Link: P-102D-102CUpstreamDownstream
Scenario:PD&EInvert:50.24 ftInvert:50.34 ft
From Node:102DManning's N:0.0220Manning's N:0.0220
To Node:102CGeometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:33.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
Pipe Link: P-103-105_1UpstreamDownstream
Scenario:PD&EInvert:52.50 ftInvert:52.30 ft
From Node:103Manning's N:0.0120Manning's N:0.0120
To Node:105Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Comment: visible from Google Earth; pipe size and inverts assumed
Pipe Link: P-103-105_2 Upstream Downstream
Scenario: PD&E Invert: 51.20 ft Invert: 51.00 ft
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Input Report
From Node:103Manning's N:0.0120Manning's N:0.0120
To Node:105Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
287
Comment: visible from Google Earth; pipe size and inverts assumed
e Link: P-103-105_3UpstreamDownstream
Scenario:PD&EInvert:51.30 ftInvert:51.10 ft
From Node:103Manning's N:0.0120Manning's N:0.0120
To Node:105Geometry:CircularGeometry:Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: visible from Google Earth; pipe size and inverts assumed
Pipe Link: P-103-105_4UpstreamDownstream
Scenario:PD&EInvert:51.60 ftInvert:51.40 ft
From Node:103Manning's N:0.0120Manning's N:0.0120
To Node:105Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Energy Switch: Energy Ref Node: Manning's N: 0.0000 Ref Node: Manning's N: 0.0000
288
Comment: visible from Google Earth; pipe size and inverts assumed
Pipe Link: P-104-102UpstreamDownstream
Scenario:PD&EInvert:48.40 ftInvert:48.20 ft
From Node:104Manning's N:0.0220Manning's N:0.0220
To Node:102Geometry: CircularGeometry: Circular
Link Count:2Max Depth:4.00 ftMax Depth:4.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:40.00 ftOp Table:Op Table:
FHWA Code:4Ref Node:Ref Node:
Entr Loss Coef:0.20Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: Field Verified; Inverts estimated from DEM
Pipe Link: P-113-112UpstreamDownstream
Scenario:PD&EInvert:38.82 ftInvert:38.91 ft
From Node:113Manning's N:0.0120Manning's N:0.0120
To Node:112Geometry:RectangularGeometry:Rectangular
Link Count:1Max Depth:8.00 ftMax Depth:8.00 ft
Flow Direction:BothMax Width:8.00 ftMax Width:8.00 ft
Damping:0.0000 ftFillet:0.00 ftFillet:0.00 ft
Length:76.00 ftBottom Clip
FHWA Code:11Default:0.00 ftDefault:0.00 ft
Entr Loss Coef:0.50Op Table:Op Table:
Exit Loss Coef:0.00Ref Node:Ref Node:
Bend Loss Coef:0.00Manning's N:0.0000Manning's N:0.0000
Bend Location:0.00 decTop Clip
Energy Switch:EnergyDefault:0.00 ftDefault:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
Pipe Link: P-180-104 Upstream Downstream
Scenario: PD&E Invert: 50.50 ft Invert: 49.30 ft
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
From Node:180Manning's N:0.0120Manning's N:0.0120
To Node:104Geometry:CircularGeometry:Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:72.00 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
289
Comment: Pipe size and inverts from FPID 193885-1 (SR 72 resurfacing); visible in Google Earth, converted from metric and NGVD
Pipe Link: P-199-104UpstreamDownstream
Scenario:PD&EInvert:48.80 ftInvert:47.80 ft
From Node:199Manning's N:0.0120Manning's N:0.0120
To Node:104Geometry: CircularGeometry: Circular
Link Count:1Max Depth:3.50 ftMax Depth:3.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:64.00 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-203-202UpstreamDownstream
Scenario:PD&EInvert:35.94 ftInvert:35.34 ft
From Node:203Manning's N:0.0220Manning's N:0.0220
To Node:202Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:NoneBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:50.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Comment: Pipe size and inverts from FPID 193885-1 (SR 72 resurfacing); visible in Google Earth, converted from metric and NGVD
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Input Report
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
290
Comment: From Survey; Existing Side Drain
Pipe Link: P-203-304UpstreamDownstream
Scenario:PD&EInvert:35.44 ftInvert:35.53 ft
From Node:203Manning's N:0.0220Manning's N:0.0220
To Node:304Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:50.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey; Existing Side Drain
Pipe Link: P-204-202UpstreamDownstream
Scenario:PD&EInvert:39.47 ftInvert:39.35 ft
From Node:204Manning's N:0.0220Manning's N:0.0220
To Node:202Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:42.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey; Existing Side Drain
Pipe Link: P-205-204 Upstream Downstream
Scenario: PD&E Invert: 45.11 ft Invert: 44.80 ft
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
From Node:205Manning's N:0.0120Manning's N:0.0120
To Node:204Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:63.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
291
Comment: From Survey
Pipe Link: P-206-205UpstreamDownstream
Scenario:PD&EInvert:46.96 ftInvert:46.79 ft
From Node:206Manning's N:0.0120Manning's N:0.0120
To Node:205Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:71.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey
Pipe Link: P-207-206UpstreamDownstream
Scenario:PD&EInvert:47.47 ftInvert:47.15 ft
From Node:207Manning's N:0.0120Manning's N:0.0120
To Node:206Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:31.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Energy Switch: Energy Ref Node: Manning's N: 0.0000 Ref Node: Manning's N: 0.0000
292
Comment: From Survey
Pipe Link: P-209-208UpstreamDownstream
Scenario:PD&EInvert:39.58 ftInvert:38.49 ft
From Node:209Manning's N:0.0220Manning's N:0.0220
To Node:208Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:58.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey; Existing Side Drain
Pipe Link: P-304-302UpstreamDownstream
Scenario:PD&EInvert:30.57 ftInvert:30.10 ft
From Node:304Manning's N:0.0220Manning's N:0.0220
To Node:302Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:48.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Survey; Existing Side Drain
Pipe Link: P-308-305 Upstream Downstream
Scenario: PD&E Invert: 29.98 ft Invert: 29.79 ft
From Node: 308 Manning's N: 0.0220 Manning's N: 0.0220
To Node: 305 Geometry: Circular Geometry: Circular
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Page 407 Download HTML
Input Report
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:42.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
293
Comment: From Survey; Existing Side Drain
Pipe Link: P-403UpstreamDownstream
Scenario:PD&EInvert:39.75 ftInvert:39.37 ft
From Node:403Manning's N:0.0120Manning's N:0.0120
To Node:406Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:35.90 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Pipe Link: P-409-PEACEUpstreamDownstream
Scenario:PD&EInvert:20.58 ftInvert:20.09 ft
From Node:409Manning's N:0.0100Manning's N:0.0100
To Node:Peace River1Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:40.10 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
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Input Report
294
Comment: US & DS inverts are from SR 70 Survey
Pipe Link: P-503-501UpstreamDownstream
Scenario:PD&EInvert:48.29 ftInvert:48.24 ft
From Node:503Manning's N:0.0120Manning's N:0.0120
To Node:501Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:72.24 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-503-601UpstreamDownstream
Scenario:PD&EInvert:47.99 ftInvert:48.36 ft
From Node:503Manning's N:0.0220Manning's N:0.0220
To Node:601Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:60.36 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-602-601UpstreamDownstream
Scenario:PD&EInvert:50.00 ftInvert:49.73 ft
From Node:602Manning's N:0.0220Manning's N:0.0220
To Node:601Geometry:CircularGeometry:Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
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Page 409 Download HTML
Input Report
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:63.98 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
295
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Pipe Link: P-603-602UpstreamDownstream
Scenario:PD&EInvert:50.79 ftInvert:50.38 ft
From Node:603Manning's N:0.0120Manning's N:0.0120
To Node:602Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:40.00 ftOp Table:Op Table:
FHWA Code:0Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment:
Pipe Link: P-603AUpstreamDownstream
Scenario:PD&EInvert:50.50 ftInvert:49.70 ft
From Node:603Manning's N:0.0220Manning's N:0.0220
To Node:600Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:30.00 ftOp Table:Op Table:
FHWA Code:6Ref Node:Ref Node:
Entr Loss Coef:0.20Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:1.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: From Field Review- Pipe poor condition; Inverts estimated from DEM
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Input Report
Pipe Link: P-606-603UpstreamDownstream
Scenario:PD&EInvert:52.21 ftInvert:52.02 ft
From Node:606Manning's N:0.0220Manning's N:0.0220
To Node:603Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:57.00 ftOp Table:Op Table:
FHWA Code:0Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment:Manning's N:0.0000Manning's N:0.0000
296
Comment:
Pipe Link: P-606-604UpstreamDownstream
Scenario:PD&EInvert:54.09 ftInvert:53.98 ft
From Node:606Manning's N:0.0120Manning's N:0.0120
To Node:604Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.50 ftMax Depth:2.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:66.10 ftOp Table:Op Table:
FHWA Code:2Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-606-811
Upstream Downstream
Invert: 51.49 ft Invert: 51.58 ft
Scenario: PD&E
Manning's N: 0.0220 Manning's N: 0.0220
From Node: 606
Geometry: Circular Geometry: Circular
To Node: 811
Max Depth: 2.00 ft Max Depth: 2.00 ft
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft Default: 0.00 ft
Damping: 0.0000 ft
Op Table: Op Table:
Length: 55.23 ft
Ref Node: Ref Node:
FHWA Code: 5
Manning's N: 0.0000 Manning's N: 0.0000
Entr Loss Coef: 0.70 Exit Loss Coef: 0.00
Top Clip
Exit Loss Coef: 0.00
Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Top Clip
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Input Report
297
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Comment: Pipe size,material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Pipe Link: P-607-200UpstreamDownstream
Scenario: PD&EInvert: 50.80 ftInvert: 50.70 ft
From Node: 607Manning's N: 0.0220Manning's N: 0.0220
To Node: 200Geometry: CircularGeometry: Circular
Link Count: 1Max Depth: 1.50 ftMax Depth: 1.50 ft
Flow Direction: BothBottom Clip
Damping: 0.0000 ftDefault: 0.00 ftDefault: 0.00 ft
Length: 40.00 ftOp Table:Op Table:
FHWA Code: 6Ref Node:Ref Node:
Entr Loss Coef: 0.20Manning's N: 0.0000Manning's N: 0.0000
Exit Loss Coef: 1.00Top Clip
Bend Loss Coef: 0.00Default: 0.00 ftDefault: 0.00 ft
Bend Location: 0.00 decOp Table:Op Table:
Energy Switch: EnergyRef Node:Ref Node:
Manning's N: 0.0000Manning's N: 0.0000
Comment: Field Visit: Pipe Size estimated; Inverts estimated from DEM
Pipe Link: P-607-600UpstreamDownstream
Scenario:PD&EInvert:51.50 ftInvert:51.40 ft
From Node:607Manning's N:0.0220Manning's N:0.0220
To Node:600Geometry:CircularGeometry:Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:40.00 ftOp Table:Op Table:
FHWA Code:4Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment: Field Visit; Pipe Size estimated; Inverts estimated from DEMManning's N:0.0000Manning's N:0.0000
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Pipe Link: P-609-404 Upstream Downstream
Scenario: PD&E Invert: 48.60 ft Invert: 48.50 ft
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Input Report
From Node:609Manning's N:0.0220Manning's N:0.0220
To Node:404Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:50.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
298
Comment: Field visit confirmed location of cross drain; size and invert assumed
e Link: P-803-812UpstreamDownstream
Scenario:PD&EInvert:49.39 ftInvert:49.38 ft
From Node:803Manning's N:0.0120Manning's N:0.0120
To Node:812Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:64.66 ftOp Table:Op Table:
FHWA Code:2Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-808-813UpstreamDownstream
Scenario:PD&EInvert:51.68 ftInvert:52.37 ft
From Node:808Manning's N:0.0220Manning's N:0.0220
To Node:813Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:46.35 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Page 413 Download HTML
Input Report
Energy Switch: Energy Ref Node: Manning's N: 0.0000 Ref Node: Manning's N: 0.0000
299
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Pipe Link: P-811-808UpstreamDownstream
Scenario:PD&EInvert:52.26 ftInvert:52.17 ft
From Node:811Manning's N:0.0220Manning's N:0.0220
To Node:808Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:78.23 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-813-803UpstreamDownstream
Scenario:PD&EInvert:52.78 ftInvert:52.14 ft
From Node:813Manning's N:0.0220Manning's N:0.0220
To Node:803Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:42.87 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-814-TW-West Upstream Downstream
Scenario: PD&E Invert: 52.10 ft Invert: 51.90 ft
From Node: 814 Manning's N: 0.0220 Manning's N: 0.0220
To Node: TW-West Geometry: Circular Geometry: Circular
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:58.84 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
300
Comment: Pipe lentgh, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Pipe Link: P-815-812UpstreamDownstream
Scenario:PD&EInvert:51.74 ftInvert:51.78 ft
From Node:815Manning's N:0.0220Manning's N:0.0220
To Node:812Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:42.78 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.70Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000
Pipe Link: P-Citrus OutfallUpstreamDownstream
Scenario:PD&EInvert:48.00 ftInvert:47.90 ft
From Node:Citrus OutfallManning's N:0.0220Manning's N:0.0220
To Node:104Geometry: CircularGeometry: Circular
Link Count:1Max Depth:4.00 ftMax Depth:4.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:50.00 ftOp Table:Op Table:
FHWA Code:5Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Comment: Pipe lentgh, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
301
Manning's N: 0.0000 Manning's N: 0.0000
Comment: Pipe Size from SWFWMD Permit 11050.010; Inverts assumed
Weir Link: W-100-111
Scenario: PD&E
From Node: 100 Default: 0.00 ft
To Node: 111 Op Table:
_ink Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Invert: 54.43 ft
Control Elevation: 54.43 ft
Cross Section: X-100-111
Bottom Clip
Top Clip
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 100 Default: 0.00 ft
To Node: Citrus Outfall Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 54.63 ft
Control Elevation: 54.63 ft Weir Default: 2.800
Cross Section: X-100-Citrus Outfall Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-100-Citrus Outfall
Comment:
Weir Link: W-101-104
Scenario: PD&E
From Node: 101 Default: 0.00 ft
To Node: 104 Op Table:
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Top Clip
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Input Report
302
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.43 ft
Control Elevation: 53.43 ft
Cross Section: X-101-104
Weir Link: W-102-102A
Scenario: PD&E
From Node: 102
To Node: 102A
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.00 ft
Control Elevation: 50.00 ft
Cross Section: X-102-102A
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 102A
To Node: 207
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.05 ft
Control Elevation: 50.05 ft
Cross Section: X-102A-207
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-102A-207
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-102B-102
Scenario:PD&EBottom Clip
From Node:102BDefault:0.00 ft
To Node:102Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:49.40 ftDischarge Coefficients
Control Elevation:49.40 ftWeir Default:2.800
Cross Section:X-102B-102Weir Table:
Orifice Default:0.600
303
Orifice Table:
Scenario: PD&E
From Node: 102C Default: 0.00 ft
To Node: 102 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
[F26]
[F71]
[F22]
Control Elevation: 50.38 ft Weir Default: 2.800
Cross Section: X-102C-102
Bottom Clip
Top Clip
Default: 0.00 ft
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 102C Default: 0.00 ft
To Node: 102B Op Table:
_ink Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 51.46 ft Weir Default: 2.800
Cross Section: X-102C-102B Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F4]
[[F7]]
[F22]
Orifice Default: 0.600
Comment:
Weir Link: W-102C-102
Comment:
Weir Link: W-102C-102B
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
304
Orifice Table:
Comment:
Weir Link: W-102D-102
Scenario: PD&E
From Node: 102D
To Node: 102
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.42 ft
Control Elevation: 49.42 ft
Cross Section: X-102D-102
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 102D
To Node: 102C
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.37 ft
Control Elevation: 50.37 ft
Cross Section: X-102D-102C
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-102D-102C
Comment:
Weir Link: W-103-101
Scenario: PD&E
From Node: 103
To Node: 101
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
305
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 56.47 ft
Control Elevation: 56.47 ft
Cross Section: X-103-101
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-103-105
Scenario: PD&E
From Node: 103
To Node: 105
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Geometry Type: Irregular
Invert: 54.43 ft
Control Elevation: 54.43 ft
Cross Section: X-103-105
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 103
To Node: TW-West
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.51 ft
Control Elevation: 54.51 ft
Cross Section: X-103-TW-West
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-103-TW-West
Comment:
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Input Report
Weir Link: W-104-102
Scenario: PD&E
From Node: 104
To Node: 102
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Geometry Type: Irregular
Invert: 51.30 ft
Control Elevation: 51.30 ft
Cross Section: X-104-102
306
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 104
To Node: 102D
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.03 ft
Control Elevation: 51.03 ft
Cross Section: X-104-102D
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 105
To Node: 110
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.27 ft
Control Elevation: 51.27 ft
Cross Section: X-105-110
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-104-102D
Comment:
Weir Link: W-105-110
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Input Report
307
Orifice Table:
Comment:
Weir Link: W-106-105
Scenario: PD&E
From Node: 106
To Node: 105
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.75 ft
Control Elevation: 53.75 ft
Cross Section: X-106-105
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 107
To Node: 106
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.14 ft
Control Elevation: 54.14 ft
Cross Section: X-107-106
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-107-106
Comment:
Weir Link: W-107-TW-West
Scenario: PD&E
From Node: 107
To Node: TW-West
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
308
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.20 ft
Control Elevation: 54.20 ft
Cross Section: X-107-TW
Weir Link: W-110-Citrus Outfall
Scenario: PD&E
From Node: 110
To Node: Citrus Outfall
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.16 ft
Control Elevation: 50.16 ft
Cross Section: X-110-Citrus Outfall
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 111
To Node: 104
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.43 ft
Control Elevation: 52.43 ft
Cross Section: X-111-104
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-111-104
Comment:
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Input Report
Weir Link: W-112-PEACE
Scenario: PD&E
From Node: 112
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 37.61 ft
Control Elevation: 44.00 ft
Cross Section: X-112-PEACE
309
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment: Control elevation set at Wetland average elev
Weir Link: W-113-112
Scenario: PD&E
From Node: 113
To Node: 112
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.68 ft
Control Elevation: 49.68 ft
Cross Section: X-113-112
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 114
To Node: 113
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.10 ft
Control Elevation: 52.10 ft
Cross Section: X-114-113
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-114-113
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
310
Orifice Table:
Comment:
Weir Link: W-180-101
Scenario: PD&E
From Node: 180
To Node: 101
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.06 ft
Control Elevation: 55.06 ft
Cross Section: X-180-101
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 180
To Node: 104
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.05 ft
Control Elevation: 55.05 ft
Cross Section: X-180-104
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-180-104
Comment:
Weir Link: W-180-198
Scenario: PD&E
From Node: 180
To Node: 198
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
311
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.87 ft
Control Elevation: 53.87 ft
Cross Section: XS180-198
Weir Link: W-180-199
Scenario: PD&E
From Node: 180
To Node: 199
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.16 ft
Control Elevation: 53.16 ft
Cross Section: X-180-199
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 181
To Node: 180
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.27 ft
Control Elevation: 55.27 ft
Cross Section: X-181-180
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-181-180
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-181-TW-South
Scenario: PD&E
From Node: 181
To Node: TW-south
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.39 ft
Control Elevation: 55.39 ft
Cross Section: X-181-TW
312
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 198
To Node: 199
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.67 ft
Control Elevation: 51.67 ft
Cross Section: X-198-199
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 198
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.90 ft
Control Elevation: 52.90 ft
Cross Section: X-198-Peace River1
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-198-199
Comment:
Weir Link: W-198-Peace River1
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
313
Orifice Table:
Comment:
Weir Link: W-200-111
Scenario: PD&E
From Node: 200
To Node: 111
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.42 ft
Control Elevation: 52.42 ft
Cross Section: X-200-111
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 200
To Node: 201
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Geometry Type: Irregular
Invert: 50.46 ft
Control Elevation: 50.46 ft
Cross Section: X-200-201
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-200-201
Comment:
Weir Link: W-200-609
Scenario: PD&E
From Node: 200
To Node: 609
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Appendix B. Page 394 of 443
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Input Report
314
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.89 ft
Control Elevation: 50.89 ft
Cross Section: X-200-609
Weir Link: W-201-202
Scenario: PD&E
From Node: 201
To Node: 202
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 36.16 ft
Control Elevation: 36.16 ft
Cross Section: X-201-202
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 202
To Node: 203
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 38.21 ft
Control Elevation: 38.21 ft
Cross Section: X-202-203
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-202-203
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 395 of 443
Page 429 Download HTML
Input Report
Weir Link: W-202-208
Scenario:PD&EBottom Clip
From Node:202Default: 0.00 ft
To Node:208Op Table:
Link Count:1Ref Node:
Flow Direction:NoneTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:39.42 ftDischarge Coefficients
Control Elevation:39.42 ftWeir Default: 2.800
Cross Section:X-202-208Weir Table:
Orifice Default: 0.600
Orifice Table:
315
Orifice Table:
Scenario: PD&E
From Node: 203 Default: 0.00 ft
To Node: 208 Op Table:
Link Count: 1 Ref Node:
Flow Direction: None
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 38.80 ft
Control Elevation: 38.80 ft Weir Default: 2.800
Cross Section: X-203-208 Weir Table:
Bottom Clip
Top Clip
Default: 0.00 ft
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 203 Default: 0.00 ft
To Node: 304 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 37.33 ft Weir Default: 2.800
Cross Section: X-203-304 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F25]
[F7]
[F22]
Orifice Default: 0.600
Comment:
Weir Link: W-203-208
Comment:
Weir Link: W-203-304
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
316
Orifice Table:
Comment:
Weir Link: W-203-308
Scenario: PD&E
From Node: 203
To Node: 308
Link Count: 1
Flow Direction: None
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 37.75 ft
Control Elevation: 37.75 ft
Cross Section: X-203-308
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 204
To Node: 202
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 43.50 ft
Control Elevation: 43.50 ft
Cross Section: X-204-202
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-204-202
Comment:
Weir Link: W-204-209
Scenario: PD&E
From Node: 204
To Node: 209
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Appendix B. Page 397 of 443
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Input Report
317
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
nvert: 44.31 f
INVEST. 44.51 ft
Control Elevation: 44.31 ft
Cross Section: X-204-209
Weir Link: W-205-112
Scenario: PD&E
From Node: 205
To Node: 112
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 47.82 ft
Control Elevation: 47.82 ft
Cross Section: X-205-112
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 205
To Node: 204
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 46.34 ft
Control Elevation: 46.34 ft
Cross Section: X-205-204
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-205-204
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 398 of 443
Page 432 Download HTML
Input Report
Weir Link: W-205-209
Scenario:PD&EBottom Clip
From Node:205Default: 0.00 ft
To Node:209Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:47.00 ftDischarge Coefficients
Control Elevation:47.00 ftWeir Default: 2.800
Cross Section:X-205-209Weir Table:
Orifice Default: 0.600
Orifice Table:
318
Orifice Table:
Scenario: PD&E
From Node: 206 Default: 0.00 ft
To Node: 112 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 49.64 ft
Control Elevation: 49.64 ft Weir Default: 2.800
Cross Section: X-206-112 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 206 Default: 0.00 ft
To Node: 113 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
amping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 50.40 ft Weir Default: 2.800
Cross Section: X-206-113 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F25]
[F3]
[F22]
Orifice Default: 0.600
Comment:
Weir Link: W-206-112
Comment:
Weir Link: W-206-113
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 399 of 443
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Input Report
319
Orifice Table:
Comment:
Weir Link: W-206-205
Scenario: PD&E
From Node: 206
To Node: 205
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.15 ft
Control Elevation: 49.15 ft
Cross Section: X-206-205
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 207
To Node: 113
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.67 ft
Control Elevation: 50.67 ft
Cross Section: X-207-113
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-207-113
Comment:
Weir Link: W-207-206
Scenario: PD&E
From Node: 207
To Node: 206
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Appendix B. Page 400 of 443
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Input Report
320
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.68 ft
Control Elevation: 49.68 ft
Cross Section: X-207-206
Weir Link: W-208-PEACE
Scenario: PD&E
From Node: 208
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 30.79 ft
Control Elevation: 30.79 ft
Cross Section: X-208-PEACE
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 209
To Node: 208
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 42.90 ft
Control Elevation: 42.90 ft
Cross Section: X-209-208
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-209-208
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 401 of 443
Page 435 Download HTML
Input Report
Weir Link: W-300-302
Scenario:PD&EBottom Clip
From Node:300Default: 0.00 ft
To Node:302Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:19.52 ftDischarge Coefficients
Control Elevation:19.52 ftWeir Default: 2.800
Cross Section:X-300-302Weir Table:
Orifice Default: 0.600
Orifice Table:
321
Orifice Table:
Scenario: PD&E
From Node: 302 Default: 0.00 ft
To Node: 305 Op Table:
Link Count: 1 Ref Node:
Flow Direction: None
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 22.40 ft
Control Elevation: 22.40 ft Weir Default: 2.800
Cross Section: X-302-305 Weir Table:
Bottom Clip
Top Clip
Default: 0.00 ft
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-302-305
Comment: SR 72 overtopping weir at EX-2
Weir Link: W-303-300
Scenario: PD&E
From Node: 303 Default: 0.00 ft
To Node: 300 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Invert: 24.99 ft
Control Elevation: 24.99 ft Weir Default: 2.800
Cross Section: X-303-300 Weir Table:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Top Clip
Ref Node:
Discharge Coefficients
Orifice Default: 0.600
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Appendix B. Page 402 of 443
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Input Report
322
Orifice Table:
Comment:
Weir Link: W-303-302
Scenario: PD&E
From Node: 303
To Node: 302
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 25.27 ft
Control Elevation: 25.27 ft
Cross Section: X-303-302
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 304
To Node: 302
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 32.71 ft
Control Elevation: 32.71 ft
Cross Section: X-304-302
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-304-302
Comment:
Weir Link: W-304-305
Scenario: PD&E
From Node: 304
To Node: 305
Link Count: 1
Flow Direction: None
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Appendix B. Page 403 of 443
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Input Report
323
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 32.94 ft
Control Elevation: 32.94 ft
Cross Section: X-304-305
Weir Link: W-304-308
Scenario: PD&E
From Node: 304
To Node: 308
Link Count: 1
Flow Direction: None
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 34.11 ft
Control Elevation: 34.11 ft
Cross Section: X-304-308
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 305
To Node: 306
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.12 ft
Control Elevation: 19.12 ft
Cross Section: X-305-306
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-305-306
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 404 of 443
Page 438 Download HTML
Input Report
Weir Link: W-305-PEACE
Scenario: PD&E
From Node: 305
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.44 ft
Control Elevation: 19.44 ft
Cross Section: X-305-PEACE
324
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 306
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.10 ft
Control Elevation: 19.10 ft
Cross Section: X-306-PEACE
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 308
To Node: 208
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 35.34 ft
Control Elevation: 35.34 ft
Cross Section: X-308-208
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-306-PEACE
Comment:
Weir Link: W-308-208
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
325
Orifice Table:
Comment:
Weir Link: W-308-305
Scenario: PD&E
From Node: 308
To Node: 305
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 33.42 ft
Control Elevation: 33.42 ft
Cross Section: X-308-305
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 400
To Node: 401
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 32.65 ft
Control Elevation: 32.65 ft
Cross Section: X-400-401
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-400-401
Comment:
Weir Link: W-401-300
Scenario: PD&E
From Node: 401
To Node: 300
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
326
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.69 ft
Control Elevation: 19.69 ft
Cross Section: X-401-300
Weir Link: W-401-302
Scenario: PD&E
From Node: 401
To Node: 302
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 20.38 ft
Control Elevation: 20.38 ft
Cross Section: X-401-302
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 401
To Node: 402
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 20.15 ft
Control Elevation: 20.15 ft
Cross Section: X-401-402
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-401-402
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-402-302
Scenario:PD&EBottom Clip
From Node:402Default: 0.00 ft
To Node:302Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:20.12 ftDischarge Coefficients
Control Elevation:20.12 ftWeir Default: 2.800
Cross Section:X-402-302Weir Table:
Orifice Default: 0.600
Orifice Table:
327
Orifice Table:
Scenario: PD&E
From Node: 402 Default: 0.00 ft
To Node: 305 Op Table:
Link Count: 1 Ref Node:
Flow Direction: None
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 23.03 ft
Control Elevation: 23.03 ft Weir Default: 2.800
Cross Section: X-402-305 Weir Table:
Bottom Clip
Top Clip
Default: 0.00 ft
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-402-305
Comment: SR 72 overtopping weir at EX-3
Weir Link: W-402-407
Scenario: PD&E
From Node: 402 Default: 0.00 ft
To Node: 407 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
amping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 24.66 ft Weir Default: 2.800
Cross Section: X-402-407 Weir Table:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Top Clip
Ref Node:
[F25]
[F7]
[F22]
Orifice Default: 0.600
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Input Report
328
Orifice Table:
Comment:
Weir Link: W-402-408
Scenario: PD&E
From Node: 402
To Node: 408
Link Count: 1
Flow Direction: None
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 26.47 ft
Control Elevation: 26.47 ft
Cross Section: X-402-408
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 403
To Node: 406
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 41.29 ft
Control Elevation: 41.29 ft
Cross Section: X-403-406
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-403-406
Comment:
Weir Link: W-404-400
Scenario: PD&E
From Node: 404
To Node: 400
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Input Report
329
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 40.75 ft
Control Elevation: 40.75 ft
Cross Section: X-404-400
Weir Link: W-406-402
Scenario: PD&E
From Node: 406
To Node: 402
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 24.44 ft
Control Elevation: 24.44 ft
Cross Section: X-406-402
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 407
To Node: 305
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 19.67 ft
Control Elevation: 19.67 ft
Cross Section: X-407-305
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-407-305
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-407-408
Scenario: PD&E
From Node: 407
To Node: 408
Link Count: 1
Flow Direction: None
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 27.15 ft
Control Elevation: 27.15 ft
Cross Section: X-407-408
330
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 408
To Node: Peace River US
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 20.47 ft
Control Elevation: 20.47 ft
Cross Section: X-408-PEACE
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 409
To Node: Peace River1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 22.40 ft
Control Elevation: 22.40 ft
Cross Section: X-409-PEACE
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-408-PEACE
Comment:
Weir Link: W-409-PEACE
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
331
Orifice Table:
Comment:
Weir Link: W-500-501
Scenario: PD&E
From Node: 500
To Node: 501
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.51 ft
Control Elevation: 49.51 ft
Cross Section: X-500-501
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 501
To Node: 403
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Geometry Type: Irregular
Invert: 43.81 ft
Control Elevation: 43.81 ft
Cross Section: X-501-403
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-501-403
Comment:
Weir Link: W-502-406
Scenario: PD&E
From Node: 502
To Node: 406
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Appendix B. Page 412 of 443
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Input Report
332
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 44.92 ft
Control Elevation: 44.92 ft
Cross Section: X-502-406
Weir Link: W-502-501
Scenario: PD&E
From Node: 502
To Node: 501
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 43.48 ft
Control Elevation: 43.48 ft
Cross Section: X-502-501
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 503
To Node: 609
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.00 ft
Control Elevation: 50.00 ft
Cross Section: X-503-609
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-503-609
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
Weir Link: W-600-601
Scenario:PD&EBottom Clip
From Node:600Default:0.00 ft
To Node:601Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:48.68 ftDischarge Coefficients
Control Elevation:48.68 ftWeir Default:2.800
Cross Section:X-600-601Weir Table:
Orifice Default:0.600
Orifice Table:
333
Orifice Table:
Scenario: PD&E
From Node: 600 Default: 0.00 ft
To Node: 609 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 50.45 ft
Control Elevation: 50.45 ft Weir Default: 2.800
Cross Section: X-600-609 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 601 Default: 0.00 ft
To Node: 503 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 50.72 ft Weir Default: 2.800
Cross Section: X-601-503 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F4]
[F23]
[F22]
Orifice Default: 0.600
Comment:
Weir Link: W-600-609
Comment:
Weir Link: W-601-503
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 414 of 443
Page 448 Download HTML
Input Report
334
Orifice Table:
Comment:
Weir Link: W-602-600
Scenario:PD&EBottom Clip
From Node:602Default:0.00 ft
To Node:600Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:51.59 ftDischarge Coefficients
Control Elevation:51.59 ftWeir Default:2.800
Cross Section:X-602-600Weir Table:
Orifice Default:0.600
Orifice Table:
Scenario: PD&E
From Node: 603 Default: 0.00 ft
To Node: 600 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 51.61 ft
Control Elevation: 51.61 ft Weir Default: 2.800
Cross Section: X-603-600 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-603-600
Comment:
Weir Link: W-603-602
Scenario: PD&E
From Node: 603 Default: 0.00 ft
To Node: 602 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Top Clip
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Input Report
335
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.59 ft
Control Elevation: 51.59 ft
Cross Section: X-603-602
Weir Link: W-604-605
Scenario: PD&E
From Node: 604
To Node: 605
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.73 ft
Control Elevation: 53.73 ft
Cross Section: X-604-605
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 604
To Node: Peace River Trib1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.97 ft
Control Elevation: 53.97 ft
Cross Section: X-604-PeaceTrib1
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-604-PeaceTrib1
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Page 450 Download HTML
Input Report
Weir Link: W-605-PeaceTrib1
Scenario: PD&E
From Node: 605
To Node: Peace River Trib1
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.23 ft
Control Elevation: 53.23 ft
Cross Section: X-605-PeaceTrib1
336
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 606
To Node: 603
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.13 ft
Control Elevation: 55.13 ft
Cross Section: X-606-603
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 606
To Node: 811
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Geometry Type: Irregular
Invert: 54.47 ft
Control Elevation: 54.47 ft
Cross Section: X-606-811
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-606-603
Comment:
Weir Link: W-606-811
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Input Report
337
Orifice Table:
Comment:
Weir Link: W-607-603
Scenario: PD&E
From Node: 607
To Node: 603
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.27 ft
Control Elevation: 52.27 ft
Cross Section: X-607-603
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 608
To Node: 606
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.92 ft
Control Elevation: 54.92 ft
Cross Section: X-608-606
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-608-606
Comment:
Weir Link: W-608-819
Scenario: PD&E
From Node: 608
To Node: 819
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Appendix B. Page 418 of 443
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Input Report
338
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 55.47 ft
Control Elevation: 55.47 ft
Cross Section: X-608-819
Weir Link: W-609-601
Scenario: PD&E
From Node: 609
To Node: 601
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.41 ft
Control Elevation: 49.41 ft
Cross Section: X-609-601
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 801
To Node: 803
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.79 ft
Control Elevation: 52.79 ft
Cross Section: X-801-803
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-801-803
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Page 453 Download HTML
Input Report
Weir Link: W-801-TW-North
Scenario: PD&E
From Node: 801
To Node: TW-North
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.09 ft
Control Elevation: 54.09 ft
Cross Section: X-801-TW-North
339
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 803
To Node: 605
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.88 ft
Control Elevation: 53.88 ft
Cross Section: X-803-605
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 803
To Node: 812
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 56.22 ft
Control Elevation: 56.22 ft
Cross Section: X-803-812
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-803-605
Comment:
Weir Link: W-803-812
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 420 of 443
Page 454 Download HTML
Input Report
340
Orifice Table:
Comment:
Weir Link: W-805-TW-West
Scenario: PD&E
From Node: 805
To Node: TW-West
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.48 ft
Control Elevation: 49.48 ft
Cross Section: X-805-TW-West
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 806
To Node: 805
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.74 ft
Control Elevation: 52.74 ft
Cross Section: X-806-805
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-806-805
Comment:
Weir Link: W-806-TW-West
Scenario: PD&E
From Node: 806
To Node: TW-West
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Appendix B. Page 421 of 443
Page 455 Download HTML
Input Report
341
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.73 ft
Control Elevation: 52.73 ft
Cross Section: X-806-TW-West
Weir Link: W-807-806
Scenario: PD&E
From Node: 807
To Node: 806
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 51.68 ft
Control Elevation: 51.68 ft
Cross Section: X-807-806
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 808
To Node: 813
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.85 ft
Control Elevation: 53.85 ft
Cross Section: X-808-813
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-808-813
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 422 of 443
Page 456 Download HTML
Input Report
Weir Link: W-808-818
Scenario: PD&E
From Node: 808
To Node: 818
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.60 ft
Control Elevation: 53.60 ft
Cross Section: X-808-818
342
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 809
To Node: 807
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.99 ft
Control Elevation: 52.99 ft
Cross Section: X-809-807
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 809
To Node: TW-West
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.32 ft
Control Elevation: 53.32 ft
Cross Section: X-809-TW-West
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-809-807
Comment:
Weir Link: W-809-TW-West
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 423 of 443
Page 457 Download HTML
Input Report
343
Orifice Table:
Comment:
Weir Link: W-810-808
Scenario: PD&E
From Node: 810
To Node: 808
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.29 ft
Control Elevation: 54.29 ft
Cross Section: X-810-808
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 810
To Node: 812
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.37 ft
Control Elevation: 54.37 ft
Cross Section: X-810-812
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-810-812
Comment:
Weir Link: W-811-808
Scenario: PD&E
From Node: 811
To Node: 808
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Appendix B. Page 424 of 443
Page 458 Download HTML
Input Report
344
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.34 f
Control Elevation: 53.34 ft
Cross Section: X-811-808
Weir Link: W-811-818
Scenario: PD&E
From Node: 811
To Node: 818
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.99 ft
Control Elevation: 53.99 ft
Cross Section: X-811-818
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 812
To Node: 807
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.75 ft
Control Elevation: 53.75 ft
Cross Section: X-812-807
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-812-807
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 425 of 443
Page 459 Download HTML
Input Report
Weir Link: W-813-803
Scenario: PD&E
From Node: 813
To Node: 803
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.20 ft
Control Elevation: 54.20 ft
Cross Section: X-813-803
345
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 813
To Node: 812
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.13 ft
Control Elevation: 54.13 ft
Cross Section: X-813-812
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 814
To Node: 809
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.30 ft
Control Elevation: 52.30 ft
Cross Section: X-814-809
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Comment:
Weir Link: W-813-812
Comment:
Weir Link: W-814-809
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 426 of 443
Page 460 Download HTML
Input Report
346
Orifice Table:
Comment:
Weir Link: W-815-809
Scenario:PD&EBottom Clip
From Node:815Default:0.00 ft
To Node:809Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:54.33 ftDischarge Coefficients
Control Elevation:54.33 ftWeir Default:2.800
Cross Section:X-815-809Weir Table:
Orifice Default:0.600
Orifice Table:
Orifice Table:
Scenario: PD&E
From Node: 816 Default: 0.00 ft
To Node: 106 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 54.51 ft
Control Elevation: 54.51 ft Weir Default: 2.800
Cross Section: X-816-106 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-816-106
Comment:
Weir Link: W-816-806
Scenario: PD&E
From Node: 816 Default: 0.00 ft
To Node: 806 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Top Clip
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Appendix B. Page 427 of 443
Page 461 Download HTML
Input Report
347
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.50 ft
Control Elevation: 54.50 ft
Cross Section: X-816-806
Weir Link: W-817-106
Scenario: PD&E
From Node: 817
To Node: 106
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.19 ft
Control Elevation: 54.19 ft
Cross Section: X-817-106
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 817
To Node: 806
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.21 ft
Control Elevation: 54.21 ft
Cross Section: X-817-806
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-817-806
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 428 of 443
Page 462 Download HTML
Input Report
Weir Link: W-818-807
Scenario:PD&EBottom Clip
From Node:818Default:0.00 ft
To Node:807Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:52.98 ftDischarge Coefficients
Control Elevation:52.98 ftWeir Default:2.800
Cross Section:X-818-807Weir Table:
Orifice Default:0.600
Orifice Table:
348
Orifice Table:
Scenario: PD&E
From Node: 819 Default: 0.00 ft
To Node: 811 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 54.94 ft
Control Elevation: 54.94 ft Weir Default: 2.800
Cross Section: X-819-811
Bottom Clip
Top Clip
Discharge Coefficients
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 819 Default: 0.00 ft
To Node: 818 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 55.14 ft Weir Default: 2.800
Cross Section: X-819-818 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F4]
[F23]
[F22]
Orifice Default: 0.600
Comment:
Weir Link: W-819-811
Comment:
Weir Link: W-819-818
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 429 of 443
Page 463 Download HTML
Input Report
349
Weir Link: W-Citrus Outfall-104
W-Citrus Outfall-104
Scenario:PD&EBottom Clip
From Node:Citrus OutfallDefault: 0.00 ft
To Node:104Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault: 0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:50.16 ftDischarge Coefficients
Control Elevation:50.16 ftWeir Default: 2.800
Cross Section:X-Citrus Outfall-104Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Simulation: 050YR24HR
Scenario: Existing
Run Date/Time: 5/16/2023 5:22:15 PM
Program Version: ICPR4 4.07.08
General
Run Mode:Normal
YearMonthDayHour [hr]
Start Time:0000.0000
End Time:00030.0000
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:30.00000.0500
Max Calculation Time:30.0000
Output Time Increments
Hydrology
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
Surface Hydraulics
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 430 of 443
Page 464 Download HTML
Input Report
350
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
Restart File
Save Restart: False
Resources & Lookup Tables
Resources Lookup Tables
Rainfall Folder: Boundary Stage Set:
Unit Hydrograph Folder: Extern Hydrograph Set:
Curve Number Set: No DCIA, AMC II
Green-Ampt Set:
Vertical Layers Set:
Impervious Set: No DCIA
Max Iterations: 6
Tolerances & Options
Time Marching: SAOR IA Recovery Time: 24.0000 hr
Over-Relax Weight Fact: 0.5 dec
dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global
Max dZ: 1.0000 ft Opt:
Link Optimizer Tol: 0.0001 ft Rainfall Name: ~FLMOD
Edge Length Option: Automatic Rainfall Amount: 8.90 in
Storm Duration: 24.0000 hr
Dflt Damping (1D): 0.0050 ft
Min Node Srf Area 100 ft2
(1D):
Energy Switch (1D): Energy
Comment:
Simulation: 100yr24h
Scenario:Existing
Run Date/Time:5/16/2023 5:23:22 PM
Program Version:ICPR4 4.07.08
General
Run Mode:Normal
YearMonthDayHour [hr]
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 431 of 443
Page 465 Download HTML
Input Report
351
Start Time:0000.0000
End Time:00030.0000
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:30.00000.0500
Max Calculation Time:30.0000
Output Time Increments
Hydrology
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
Surface Hydraulics
Restart File
Save Restart: False
Resources & Lookup Tables
Resources Lookup Tables
Rainfall Folder: Boundary Stage Set:
External Hydrograph Set:
Unit Hydrograph Folder: Curve Number Set: No DCIA, AMC II
Green-Ampt Set:
Vertical Layers Set:
Impervious Set: No DCIA
Time Marching: SAOR IA Recovery Time: 24.0000 hr
Tolerances & Options
Max Iterations: 6
Over-Relax Weight Fact: 0.5 dec
dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Opt: Global
Max dZ: 1.0000 ft
Link Optimizer Tol: 0.0001 ft Rainfall Name: ~FLMOD
Rainfall Amount: 10.20 in
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Edge Length Option: Automatic Storm Duration: 24.0000 hr
Dflt Damping (1D): 0.0050 ft
Min Node Srf Area (1D): 100 ft2
5/16/2023 17:34
Appendix B. Page 432 of 443
Page 466 Download HTML
Input Report
352
Energy Switch (1D): Energy
Comment:
Simulation: 500 yr
Scenario: Existing
Run Date/Time: 5/16/2023 5:24:34 PM
Program Version: ICPR4 4.07.08
General
Run Mode:Normal
YearMonthDayHour [hr]
Start Time:0000.0000
End Time:00030.0000
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:30.00000.0500
Max Calculation Time:30.0000
Output Time Increments
Hydrology
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
Surface Hydraulics
Restart File
Save Restart: False
Resources & Lookup Tables
Resources Lookup Tables
Rainfall Folder: Boundary Stage Set:
Unit Hydrograph Curve Number Set: No DCIA, AMC II
Folder: Green-Ampt Set:
External Hydrograph Set:
Vertical Layers Set:
Impervious Set: No DCIA
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 433 of 443
Page 467 Download HTML
Input Report
353
Tolerances & Options
Tolerance & Options
Time Marching:SAORIA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight Fact:0.5 dec
dZ Tolerance:0.0010 ftSmp/Man Basin Rain Opt:Global
Max dZ:1.0000 ft
Link Optimizer Tol:0.0001 ftRainfall Name:~FLMOD
Rainfall Amount:15.00 in
Edge Length Option:AutomaticStorm Duration:24.0000 hr
Dflt Damping (1D):0.0050 ft
Min Node Srf Area (1D):100 ft2
Energy Switch (1D):Energy
Comment:
Simulation: Hurricane Ian
Scenario:Existing
Run Date/Time:5/16/2023 5:26:00 PM
Program Version:ICPR4 4.07.08
General
Run Mode:Normal
Start Time:YearMonthDayHour [hr]
End Time:20229288.5000
20221038.5000
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:60.00000.1000
Max Calculation Time:30.0000
General
Run Mode:Normal
YearMonthDayHour [hr]
Start Time:20229288.5000
End Time:20221038.5000
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:60.00000.1000
Max Calculation Time:30.0000
Output Time Increments
Hydrology
YearMonthDayHour [hr]Time Increment [min]
0000.000015.0000
Surface Hydraulics
YearMonthDayHour [hr]Time Increment [min]
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 434 of 443
Page 468 Download HTML
Input Report
354
YearMonthDayHour [hr]Time Increment [min]
0000.000015.0000
Restart File Save Restart: False
Resources & Lookup Tables
ResourcesLookup Tables
Rainfall Folder:NEXRAD_IANBoundary Stage Set:Hurricane Ian
Unit Hydrograph Folder:External Hydrograph Set:
Curve Number Set:No DCIA, AMC II
Green-Ampt Set:
Vertical Layers Set:
Impervious Set:No DCIA
Tolerances & Options
Time Marching:SAORIA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight Fact:0.5 dec
dZ Tolerance:0.0010 ftSmp/Man Basin Rain Opt:Basin Specification
Max dZ:1.0000 ft
Link Optimizer Tol:0.0001 ft
Edge Length Option:Automatic
Dflt Damping (1D):0.0050 ft
Min Node Srf Area (1D):100 ft2
Energy Switch (1D):Energy
Comment:
Simulation: Hurricane Irma
Scenario: Existing
Run Date/Time: 5/16/2023 5:28:48 PM
Program Version: ICPR4 4.07.08
General
Run Mode: Normal
Start Time: Year Month Day Hour [hr]
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
2017 9 9 20.7500
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Appendix B. Page 435 of 443
Page 469 Download HTML
Input Report
355
End Time:201791519.2500
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:60.00000.1000
Max Calculation Time:30.0000
Output Time Increments
YearMonthDayHour [hr]Time Increment [min]
0000.000015.0000
YearMonthDayHour [hr]Time Increment [min]
0000.000015.0000
Restart File
Save Restart: False
Surface Hydraulics
Resources & Lookup Tables
Resources Lookup Tables
Rainfall Folder: NexRAD Boundary Stage Set: Hurricane Irma
Unit Hydrograph Folder: External Hydrograph Set:
Curve Number Set: No DCIA, AMCI II
Green-Ampt Set:
Vertical Layers Set:
Time Marching:SAORIA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight0.5 dec
Fact:
dZ Tolerance:0.0010 ftSmp/Man Basin RainBasin Specification
Max dZ:1.0000 ftOpt:
Link Optimizer Tol:0.0001 ft
Edge Length Option:Automatic
Dflt Damping (1D):0.0050 ft
Min Node Srf Area100 ft2
(1D):
Energy Switch (1D):Energy
I mpervious Set: No DCIA
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Appendix B, Page 436 of 443
Page 470 Download HTML
Input Report
356
Comment:
Simulation: 100YR24HR
Scenario:PD&E
Run Date/Time:5/16/2023 5:12:29 PM
Program Version:ICPR4 4.07.08
General
Run Mode:Normal
YearMonthDayHour [hr]
Start Time:0000.0000
End Time:00030.0000
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:30.00000.0500
Max Calculation Time:30.0000
Output Time Increments
Hydrology
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
Surface Hydraulics
Restart File
Save Restart: False
Resources & Lookup Tables
Resources
Rainfall Folder:
Lookup Tables
Boundary Stage Set:
Extern Hydrograph Set:
Unit Hydrograph
Curve Number Set: No DCIA, AMC II
Folder:
Green-Ampt Set:
Vertical Layers Set:
Impervious Set: No DCIA
Tolerances & Options
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Appendix B. Page 437 of 443
Page 471 Download HTML
Input Report
357
Time Marching:SAORIA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight0.5 dec
Fact:
dZ Tolerance:0.0010 ftSmp/Man Basin RainGlobal
Opt:
Max dZ:1.0000 ft
Link Optimizer Tol:0.0001 ftRainfall Name:~FLMOD
Rainfall Amount:10.20 in
Edge Length Option:AutomaticStorm Duration:24.0000 hr
Dflt Damping (1D):0.0050 ft
Min Node Srf Area100 ft2
(1D):
Energy Switch (1D):Energy
Comment:
Simulation: 500YR24HR
Scenario:PD&E
Run Date/Time:5/16/2023 5:13:38 PM
Program Version:ICPR4 4.07.08
General
Run Mode:Normal
Start Time:YearMonthDayHour [hr]
End Time:0000.0000
00030.0000
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:30.00000.0500
Max Calculation Time:30.0000
Output Time Increments
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
Surface Hydraulics
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Appendix B, Page 438 of 443
Page 472 Download HTML
Input Report
358
Restart File Save Restart: False
Resources & Lookup Tables
Resources Lookup Tables
Rainfall Folder: Boundary Stage Set:
External Hydrograph Set:
Unit Hydrograph Folder: Curve Number Set: No DCIA, AMC II
Green-Ampt Set:
Vertical Layers Set:
Impervious Set: No DCIA
Time Marching: SAOR IA Recovery Time: 24.0000 hr
Tolerances & Options
Max Iterations: 6
Over-Relax Weight Fact: 0.5 dec
dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global
Max dZ: 1.0000 ft Opt:
Link Optimizer Tol: 0.0001 ft Rainfall Name: ~FLMOD
Edge Length Option: Automatic Rainfall Amount: 15.00 in
Storm Duration: 24.0000 hr
Dflt Damping (1D): 0.0050 ft
Min Node Srf Area 100 ft2
(1D):
Energy Switch (1D): Energy
Comment:
Simulation: 50YR24HR
Scenario:PD&E
Run Date/Time:5/16/2023 5:14:59 PM
Program Version:ICPR4 4.07.08
General
Run Mode:Normal
YearMonthDayHour [hr]
Start Time:0000.0000
End Time:00030.0000
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Appendix B. Page 439 of 443
Page 473 Download HTML
Input Report
359
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:30.00000.0500
Max Calculation Time:30.000030.0000
Output Time Increments
Hydrology
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
YearMonthDayHour [hr]Time Increment [min]
0000.00005.0000
Surface Hydraulics
Restart File
Save Restart: False
Resources & Lookup Tables
Resources Lookup Tables
Rainfall Folder: Boundary Stage Set:
External Hydrograph Set:
Unit Hydrograph Folder: Curve Number Set: No DCIA, AMC II
Green-Ampt Set:
Vertical Layers Set:
I mpervious Set: No DCIA
Max Iterations: 6
Tolerances & Options
Time Marching: SAOR IA Recovery Time: 24.0000 hr
Over-Relax Weight Fact: 0.5 dec
dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global
Max dZ: 1.0000 ft
Link Optimizer Tol: 0.0001 ft Rainfall Name: ~FLMOD
Rainfall Amount: 8.90 in
Edge Length Option: Automatic Storm Duration: 24.0000 hr
Dflt Damping (1D): 0.0050 ft
Min Node Srf Area 100 ft2
(1D):
Energy Switch (1D): Energy
Comment:
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Appendix B. Page 440 of 443
Page 474 Download HTML
Input Report
360
Simulation: Hurricane Ian
Scenario:PD&E
Run Date/Time:5/16/2023 5:16:09 PM
Program Version:ICPR4 4.07.08
General
Run Mode: Normal
YearMonthDayHour [hr]
Start Time:20229288.5000
End Time:20221038.5000
Hydrology [sec]Surface Hydraulics [sec]
Min Calculation Time:60.00000.1000
Max Calculation Time:30.0000
Output Time Increments
YearMonthDayHour [hr]Time Increment [min]
0000.000015.0000
YearMonthDayHour [hr]Time Increment [min]
0000.000015.0000
Restart File
Save Restart: False
Resources & Lookup Tables
Resources Lookup Tables
Rainfall Folder: NEXRAD_IAN Boundary Stage Set: Hurricane Ian
External Hydrograph Set:
Unit Hydrograph Curve Number Set: No DCIA, AMC II
Folder:
Green-Ampt Set:
Vertical Layers Set:
Impervious Set: No DCIA
Time Marching:SAORIA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight0.5 dec
Fact:
dZ Tolerance:0.0010 ftSmp/Man Basin RainBasin Specification
Tolerances & Options
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Appendix B, Page 441 of 443
Page 475 Download HTML
Input Report
361
Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Opt:
Edge Length Option: Automatic Dflt Damping (1D): 0.0050 ft\nMin Node Srf Area 100 ft2\n(1D):\nEnergy Switch (1D): Energy
Comment:
Simulation: Hurricane Irma
Scenario: PD&E Run Date/Time: 5/16/2023 5:18:45 PM Program Version: ICPR4 4.07.08
General
Run Mode: Normal
Year Month Day Hour [hr]
Start Time: 2017 9 9 20.7500
End Time: 2017 9 15 19.2500
Hydrology [sec]
Surface Hydraulics [sec]
Min Calculation Time: 60.0000 0.1000
Max Calculation Time: 30.0000
Output Time Increments
Hydrology
Year Month Day Hour [hr] Time Increment [min]
0 0 0 0.0000 15.0000
Surface Hydraulics
0 0 0 0.0000 15.0000
Year Month Day Hour [hr] Time Increment [min]
Restart File
Save Restart: False
Resources & Lookup Tables
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Appendix B. Page 442 of 443
Page 476 Download HTML
Input Report
362
ResourcesLookup Tables
Rainfall Folder:NexRADBoundary Stage Set:Hurricane Irma
Unit Hydrograph Folder:External Hydrograph Set:
Curve Number Set:No DCIA, AMC II
Green-Ampt Set:
Vertical Layers Set:
Impervious Set:No DCIA
Tolerances & Options
Time Marching:SAORIA Recovery Time:24.0000 hr
Max Iterations:6
Over-Relax Weight Fact:0.5 dec
dZ Tolerance:0.0010 ftSmp/Man Basin Rain Opt:Basin Specification
Max dZ:1.0000 ft
Link Optimizer Tol:0.0001 ft
Edge Length Option:Automatic
Dflt Damping (1D):0.0050 ft
Min Node Srf Area (1D):100 ft2
Energy Switch (1D):Energy
Comment:
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Appendix B. Page 443 of 443