Inflow Area = 18,731 sf, 0.00% Impervious, Inflow Depth = 0.01" for 2 YR-C event Inflow = 0.00 cfs @ 24.01 hrs, Volume= 8 cf Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten= 100%, Lag= 0.0 min Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 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= 94.42' @ 24.97 hrs Surf.Area= 77 sf Storage= 8 cf Plug-Flow detention time=(not calculated: initial storage exceeds outflow) Center-of-Mass det. time=(not calculated: no outflow)
#1 94.30' 307 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) Surf.Area (sq-ft) Inc.Store (cubic-feet) Cum.Store (cubic-feet) 94.30 63 0 0 95.00 148 74 74 96.00 319 234 307 Device Routing Invert Outlet Devices #1 Device 3 94.80' 2.5" Vert. Orifice C=0.600 Limited to weir flow at low heads #2 Device 3 95.50' 48.0" x 48.0" Horiz. Grate C=0.600 #3 Primary 91.80' 12.0" Round Culvert L=30.0' RCP, groove end projecting, Ke=0.200 Inlet / Outlet Invert=91.80'/91.65' S=0.0050'/' Cc=0.900 n=0.012 Concrete pipe, finished, Flow Area=0.79 sf Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=94.30' TW=91.65' (Dynamic Tailwater) 3=Culvert (Passes 0.00 cfs of 5.72 cfs potential flow) 1=Orifice (Controls 0.00 cfs) 2=Grate (Controls 0.00 cfs) Pond 6P: BIORENTION BASIN 2A
Culvert