| Inflow Area = | 108,596 sf, | 29.12% Impervious, | Inflow Depth = 1.70" for 10-Year event |
|---|---|---|---|
| Inflow = | 3.70 cfs @ | 12.11 hrs, | 15,371 cf |
| Outflow = | 0.37 cfs @ | 13.34 hrs, | 15,371 cf, Atten= 90%, Lag= 73.5 min |
| Discarded = | 0.37 cfs @ | 13.34 hrs, | 15,371 cf |
| Primary = | 0.00 cfs @ | 0.00 hrs, | 0 cf |
| Routed to Link 147L : POA | |||
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 96.01' @ 13.34 hrs Surf.Area= 5,102 sf Storage= 4,717 cf Plug-Flow detention time= 98.2 min calculated for 15,369 cf (100% of inflow) Center-of-Mass det. time= 98.2 min ( 878.4 - 780.2 )
| Volume | Invert | Avail.Storage | Storage Description | |
|---|---|---|---|---|
| #1 | 95.00' | 16,706 cf | Custom Stage Data (Prismatic) Listed below (Recalc) | |
| Elevation (feet) | Surf.Area (sq-ft) | Inc.Store (cubic-feet) | Cum.Store (cubic-feet) | |
| 95.00 | 4,231 | 0 | 0 | |
| 96.00 | 5,092 | 4,662 | 4,662 | |
| 97.00 | 6,008 | 5,550 | 10,212 | |
| 98.00 | 6,981 | 6,495 | 16,706 | |
| Device | Routing | Invert | Outlet Devices |
|---|---|---|---|
| #1 | Primary | 97.60' | 15.0" Round Culvert to Subsurface Basin L= 35.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 95.00' / 97.60' S= -0.0743'' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.23 sf |
| #2 | Device 1 | 97.00' | 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s) |
| #3 | Discarded | 95.00' | 3.100 in/hr Exfiltration over Surface area |
Discarded OutFlow Max=0.37 cfs @ 13.34 hrs HW=96.01' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.37 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=95.00' (Free Discharge) 1=Culvert to Subsurface Basin (Controls 0.00 cfs) 2=Sharp-Crested Rectangular Weir (Controls 0.00 cfs)