Runoff = 0.00 cfs @ 24.00 hrs, Volume= 0.000 af, Depth= 0.01"
Routed to Link 18L : Study Area Road Undetained (Total)
Runoff by SCS TR-20 method, UH=Delmarva, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 2-Year-Current Rainfall=3.42"
| Area (ac) | CN | Description |
|---|
| 0.090 | 39 | >75% Grass cover, Good, HSG A |
| 0.090 | 39 | 100.00% Pervious Area |
| Tc (min) | Length (feet) | Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) |
| 4.8 | 58 | 0.0300 0.20 |
| Sheet Flow, A-B |
| Grass: Short n= 0.150 P2= 4.04" |
| 4.8 | 58 | Total. Increased to minimum Tc = 10.0 min |
Subcatchment 19S: Study Area Road Undetained (Perv)
| 2026-02 Existing and Proposed | NOAA 24-hr D 2-Year-Current Rainfall=3.42" |
|---|
| Prepared by Dynamic Engineering | Printed 2/10/2026 |
| HydroCAD\circledR 10.20-8a s/n 08640\circledC 2025 HydroCAD Software Solutions LLC | Page 20 |
| Inflow Area = | 0.740 ac, 97.30% Impervious, Inflow Depth = 3.10" for 2-Year-Current event |
|---|
| Inflow = | 1.53 cfs @ 12.19 hrs, Volume= 0.191 af |
|---|
| Outflow = | 0.70 cfs @ 12.56 hrs, Volume= 0.191 af, Atten= 54%, Lag= 22.1 min |
|---|
| Discarded = | 0.70 cfs @ 12.56 hrs, Volume= 0.191 af |
|---|
| Primary = | 0.00 cfs @ 0.00 hrs, Volume= 0.000 af |
|---|
| Routed to Link 14L : Study Area West (Total) |
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs
Peak Elev= 117.82' @ 12.56 hrs Surf.Area= 3,001 sf Storage= 937 cf
Plug-Flow detention time=6.8 min calculated for 0.191 af (100% of inflow) Center-of-Mass det. time=6.8 min (773.5 - 766.7)
| Volume | Invert | Avail.Storage | Storage Description |
|---|
| #1A | 117.50' | 0 cf | 31.63'W x 94.88'L x 3.00'H Field A |
| #2A | 117.50' | 8,729 cf | 8,999 cf Overall - 8,999 cf Embedded = 0 cf x 40.0% Voids
ACO StormBrixx SD 1 x 384 Inside #1
Inside = 23.7"W x 36.0"H => 5.75 sf x 3.95'L = 22.7 cf
Outside = 23.7"W x 36.0"H => 5.93 sf x 3.95'L = 23.4 cf
384 Chambers in 16 Rows |
8,729 cf Total Available Storage
Storage Group A created with Chamber Wizard
| Device | Routing | Invert | Outlet Devices |
|---|
| #1 | Primary | 117.50' | 15.0" Round Culvert
L= 22.0' RCP, groove end projecting, Ke= 0.200
Inlet / Outlet Invert= 117.50' / 117.40' S= 0.0045 '/
Cc= 0.900
n= 0.013, Flow Area= 1.23 sf |
|---|
| #2 | Device 1 | 118.81' | 6.0" Vert. Orifice C= 0.600 Limited to weir flow at low heads |
|---|
| #3 | Discarded | 117.50' | 10.000 in/hr Exfiltration over Surface area
Conductivity to Groundwater Elevation = -4.00' |
|---|
| Discarded OutFlow Max=0.70 cfs @ 12.56 hrs HW=117.82' (Free Discharge)
—3=Exfiltration ( Controls 0.70 cfs) |
| Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=117.50' (Free Discharge)
—1=Culvert ( Controls 0.00 cfs)
—2=Orifice ( Controls 0.00 cfs) |