Inflow Area = 8,276 sf,100.00% Impervious, Inflow Depth = 5.14" for 10 YR-C event
Inflow = 0.89 cfs @ 12.12 hrs, Volume= 3,547 cf
Outflow = 0.58 cfs @ 12.21 hrs, Volume= 3,543 cf, Atten= 35%, Lag= 5.4 min
Primary = 0.58 cfs @ 12.21 hrs, Volume= 3,543 cf
Routed to Pond 33P : INELL TRATION BASIN 2
Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3 Peak Elevation = 94.84' @ 12.22 hrs Surf. Area = 9,225 sf Storage = 975 cf
Plug-Flow detention time = 134.8 min calculated for 3,542 cf (100% of inflow) Center-of-Mass det. time = 134.4 min (883.4 - 749.1)
| 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=0.58 cfs @ 12.21 hrs HW=94.84' TW=94.23' (Dynamic Tailwater)
3=Culvert (Passes 0.58 cfs of 3.43 cfs potential flow)
1=Orifice (Orifice Controls 0.13 cfs @ 3.76 fps)
2=Grate (Weir Controls 0.45 cfs @ 0.67 fps)