Inflow Area = 0.460 ac, 58.70% Impervious, Inflow Depth > 1.71" for 2 YEAR event Inflow = 0.93 cfs @ 12.08 hrs, Volume= 0.066 af Outflow = 0.09 cfs @ 12.99 hrs, Volume= 0.065 af, Atten= 91%, Lag= 54.4 min Discarded = 0.09 cfs @ 12.99 hrs, Volume= 0.065 af Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 af Routed to Reach 10: COMPOSITE Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 108.37' @ 12.99 hrs Surf.Area= 0.064 ac Storage= 0.025 af Plug-Flow detention time= 100.6 min calculated for 0.065 af (99% of inflow) Center-of-Mass det. time= 98.8 min (834.8 - 736.1)
| Volume | Invert | Avail.Storage | Storage Description |
|---|---|---|---|
| #1A | 107.50' | 0.048 af | 41.95"W x 66.33"L x 3.00"H Field A |
| 0.192 af Overall - 0.072 af Embedded = 0.120 af x 40.0% Voids | |||
| #2A | 107.83' | 0.057 af | ADS N-12 24" x 36 Inside #1 Inside = 23.8"W x 23.8"H => 3.10 sf x 20.00"L = 62.0 cf Outside = 28.0"W x 28.0"H => 3.92 sf x 20.00"L = 78.4 cf 36 Chambers in 12 Rows 40.28' Header x 3.10 sf x 2 = 249.8 cf Inside |
| 0.105 af | Total Available Storage |
0.105 af Total Available Storage
| Device | Routing | Invert | Outlet Devices |
|---|---|---|---|
| #1 | Discarded | 107.50' | 1.000 in/hr Exfiltration over Surface area Conductivity to Groundwater Elevation = 105.00' |
| #2 | Primary | 109.00' | 8.0" W x 4.0" H Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads |
| Discarded OutFlow | Max=0.09 cfs @ 12.99 hrs | HW=108.37' (Free Discharge) | |
| 1=Exfiltration ( Controls 0.09 cfs) | |||
| Primary OutFlow | Max=0.00 cfs @ 5.00 hrs | HW=107.50' (Free Discharge) | |
| 2=Orifice/Grate ( Controls 0.00 cfs) | |||