Text · page 255 of 351
Read the whole document on one page (all 351 pages, each with its own heading)
WNY-2500056.00_HydroCAD extreme_precip_tables_output (29) 24-hr S1 25-yr Rainfall=3.85" Prepared by Greenman-Pedersen, Inc Printed 12/18/2025 HydroCAD® 10.20-7a s/n 04560 © 2025 HydroCAD Software Solutions LLC Page 180 Summary for Pond SWALE: SWALE Inflow Area = 0.280 ac, 64.29% Impervious, Inflow Depth > 2.95" for 25-yr event Inflow = 0.79 cfs @ 12.03 hrs, Volume= 0.069 af Outflow = 0.51 cfs @ 12.35 hrs, Volume= 0.058 af, Atten= 35%, Lag= 18.6 min Primary = 0.51 cfs @ 12.35 hrs, Volume= 0.058 af Routed to Pond RCVR 1 : RCVR 1 Routing by Dyn-Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 901.39' @ 12.28 hrs Surf.Area= 1,307 sf Storage= 1,170 cf Plug-Flow detention time= 128.3 min calculated for 0.058 af (84% of inflow) Center-of-Mass det. time= 62.0 min ( 845.6 - 783.6 ) Volume Invert Avail.Storage Storage Description #1 900.00' 2,104 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 900.00 396 0 0 901.00 1,038 717 717 902.00 1,736 1,387 2,104 Device Routing Invert Outlet Devices #1 Primary 900.68' 8.0" Round 8" HDPE L= 32.0' CPP, mitered to conform to fill, Ke= 0.700 Inlet / Outlet Invert= 900.68' / 900.55' S= 0.0041 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.35 sf Primary OutFlow Max=0.54 cfs @ 12.35 hrs HW=901.38' TW=901.22' (Dynamic Tailwater) 1=8" HDPE (Outlet Controls 0.54 cfs @ 1.84 fps)