| Inflow Area = | 8,712 sf,100.00% Impervious, Inflow Depth = 1.03" for NJDEP WQ event |
|---|---|
| Inflow = | 0.53 cfs @ 1.10 hrs, Volume= 751 cf |
| Outflow = | 0.09 cfs @ 1.45 hrs, Volume= 748 cf, Atten= 83%, Lag= 20.5 min |
| Primary = | 0.09 cfs @ 1.45 hrs, Volume= 748 cf |
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 94.22' @ 1.45 hrs Surf.Area= 2,963 sf Storage= 503 cf
Plug-Flow detention time= 116.9 min calculated for 748 cf (100% of inflow) Center-of-Mass det. time= 117.2 min (188.5 - 71.3)
| Volume | Invert | Avail.Storage | Storage Description | |
|---|---|---|---|---|
| #1 | 93.80' | 593 cf | Stone Storage Bed (Prismatic)Listed below (Recalc) 1,482 cf Overall × 40.0% Voids | |
| #2 | 94.30' | 222 cf | Surface and Base Course (Prismatic)Listed below (Recalc) 1,482 cf Overall × 15.0% Voids | |
| #3 | 94.80' | 1,482 cf | Surface (Prismatic)Listed below (Recalc) | |
| 2,296 cf | Total Available Storage | |||
| Elevation (feet) | Surf.Area (sq-ft) | Inc.Store (cubic-feet) | Cum.Store (cubic-feet) | |
| 93.80 | 2,963 | 0 | 0 | |
| 94.30 | 2,963 | 1,482 | 1,482 | |
| Elevation (feet) | Surf.Area (sq-ft) | Inc.Store (cubic-feet) | Cum.Store (cubic-feet) | |
| 94.30 | 2,963 | 0 | 0 | |
| 94.80 | 2,963 | 1,482 | 1,482 | |
| Elevation (feet) | Surf.Area (sq-ft) | Inc.Store (cubic-feet) | Cum.Store (cubic-feet) | |
| 94.80 | 2,963 | 0 | 0 | |
| 95.30 | 2,963 | 1,482 | 1,482 | |
| Device | Routing | Invert | Outlet Devices |
|---|---|---|---|
| #1 | Device 3 | 93.80' | 2.5" Vert. Orifice C = 0.600 |
| #2 | Device 3 | 94.80' | 48.0" x 48.0" Horiz. Grate C = 0.600 |
| #3 | Primary | 92.00' | 12.0" Round Culvert L = 52.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.00'/90.75' $ S = 0.0240'/ Cc = 0.900n= 0.011, Flow Area= 0.79 sf |
Primary OutFlow Max=0.09 cfs @ 1.45 hrs HW=94.22' (Free Discharge) 3=Culvert (Passes 0.09 cfs of 6.21 cfs potential flow) 1=Orifice (Orifice Controls 0.09 cfs @ 2.72 fps) 2=Grate (Controls 0.00 cfs)