| Inflow Area = | 27,007 sf, | 30.65% Impervious, | Inflow Depth = 4.08" for 100 YR-C event | |
|---|---|---|---|---|
| Inflow = | 1.85 cfs @ | 12.18 hrs, | Volume= 9,185 cf | |
| Outflow = | 0.29 cfs @ | 13.23 hrs, | Volume= 9,185 cf, | Atten= 84%, Lag= 62.8 min |
| Discarded = | 0.20 cfs @ | 13.23 hrs, | Volume= 8,204 cf | |
| Primary = | 0.10 cfs @ | 13.23 hrs, | Volume= 981 cf | |
| Routed to Link 33L : POA 2 | ||||
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 94.12' @ 13.23 hrs Surf.Area= 1,704 sf Storage= 2,640 cf
Plug-Flow detention time= 125.5 min calculated for 9,185 cf (100% of inflow) Center-of-Mass det. time= 125.5 min ( 974.6 - 849.1 )
| Volume | Invert | Avail.Storage | Storage Description | |
|---|---|---|---|---|
| #1 | 91.65' | 4,378 cf | Custom Stage Data (Prismatic) | Listed below (Recalc) |
| Elevation (feet) | Surf.Area (sq-ft) | Inc.Store (cubic-feet) | Cum.Store (cubic-feet) | |
| 91.65 | 520 | 0 | 0 | |
| 92.00 | 651 | 205 | 205 | |
| 93.00 | 1,094 | 873 | 1,077 | |
| 94.00 | 1,629 | 1,362 | 2,439 | |
| 95.00 | 2,249 | 1,939 | 4,378 | |
| Device | Routing | Invert | Outlet Devices | |
| #1 | Device 3 | 93.65' | 2.5" Vert. Orifice C= 0.600 Limited to weir flow at low heads | |
| #2 | Device 3 | 94.70' | 48.0" x 48.0" Horiz. Grate C= 0.600 Limited to weir flow at low heads | |
| #3 | Primary | 93.65' | 12.0" Round Culvert L= 17.0' RCP, groove end projecting, Ke= 0.200 Inlet / Outlet Invert= 93.65' / 93.50' S= 0.0088 '/ Cc= 0.900 n= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf | |
| #4 | Discarded | 91.65' | 4.950 in/hr Exfiltration over Surface area Phase-In= 0.01' | |
| Discarded OutFlow Max=0.20 cfs @ 13.23 hrs HW=94.12' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.20 cfs) | ||||
| Primary OutFlow Max=0.10 cfs @ 13.23 hrs HW=94.12' TW=0.00' (Dynamic Tailwater) 3=Culvert (Passes 0.10 cfs of 0.76 cfs potential flow) 1=Orifice (Orifice Controls 0.10 cfs @ 2.92 fps) 2=Grate ( Controls 0.00 cfs) | ||||