| Inflow Area = | 8,712 sf,100.00% Impervious, Inflow Depth = 1.03" for NJDEP WQ event |
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| Inflow = | 0.53 cfs @ 1.10 hrs, Volume= 751 cf |
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| Outflow = | 0.09 cfs @ 1.45 hrs, Volume= 748 cf, Atten= 83%, Lag= 20.5 min |
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| Primary = | 0.09 cfs @ 1.45 hrs, Volume= 748 cf |
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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 |
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| #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 |
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| #2 | Device 3 | 94.80' | 48.0" x 48.0" Horiz. Grate C = 0.600 |
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| #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 |
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