Intflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event
Inflow = 1.05 cfs @ 12.12 hrs, Volume= 4,208 cf
Outflow = 0.83 cfs @ 12.17 hrs, Volume= 4,204 cf, Atten= 20%, Lag= 3.1 min
Primary = 0.83 cfs @ 12.17 hrs, Volume= 4,204 cf
Routed to Pond 33P : INFILTRATION BASIN 2
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 94.85' @ 12.17 hrs Surf.Area= 9,225 sf Storage= 1,015 cf
Plug-Flow detention time= 85.6 min calculated for 4,204 cf (100% of inflow)
Center-of-Mass det. time= 84.9 min ( 831.3 - 746.4 )
| Volume | Invert | Avail.Storage | Storage Description |
|---|
| #1 | 93.80' | 615 cf | Stone Storage Bed (Prismatic)Listed below (Recalc)
1,538 cf Overall × 40.0% Voids |
| #2 | 94.30' | 231 cf | Surface and Base Course (Prismatic)Listed below (Recalc)
1,538 cf Overall × 15.0% Voids |
| #3 | 94.80' | 1,538 cf | Surface (Prismatic)Listed below (Recalc) |
| | 2,383 cf | Total Available Storage |
| Elevation
(feet) | Surf.Area
(sq-ft) | Inc.Store
(cubic-feet) | Cum.Store
(cubic-feet) |
| 93.80 | 3,075 | 0 | 0 |
| 94.30 | 3,075 | 1,538 | 1,538 |
| Elevation
(feet) | Surf.Area
(sq-ft) | Inc.Store
(cubic-feet) | Cum.Store
(cubic-feet) |
| 94.30 | 3,075 | 0 | 0 |
| 94.80 | 3,075 | 1,538 | 1,538 |
| Elevation
(feet) | Surf.Area
(sq-ft) | Inc.Store
(cubic-feet) | Cum.Store
(cubic-feet) |
| 94.80 | 3,075 | 0 | 0 |
| 95.30 | 3,075 | 1,538 | 1,538 |
| 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 | 92.08' | 12.0" Round Culvert L = 38.0' RCP, groove end projecting, Ke = 0.200Inlet / Outlet Invert= $ 92.08'/91.65' $ S = 0.0113'/' Cc = 0.900n=0.011, Flow Area=0.79 sf |
|---|
Primary OutFlow Max=0.83 cfs @ 12.17 hrs HW=94.85' TW=92.12' (Dynamic Tailwater)
3=Culvert (Passes 0.83 cfs of 6.53 cfs potential flow)
1=Orifice (Orifice Controls 0.16 cfs @ 4.69 fps)
2=Grate (Weir Controls 0.67 cfs @ 0.77 fps)