Text · page 516 of 1174
Read the whole document on one page (all 1174 pages, each with its own heading)
WEST SENECA - POST DEVELOPMENT E_App E_Post-Development Model_REV 2 NY-West Seneca 24-hr S1 25-yr Rainfall=3.84" Prepared by Labella Associates Printed 7/26/2026 HydroCAD® 10.20-6a s/n 09581 © 2024 HydroCAD Software Solutions LLC Page 49 Summary for Reach 9R: East Swale Inflow Area = 6.227 ac, 0.63% Impervious, Inflow Depth = 1.85" for 25-yr event Inflow = 5.72 cfs @ 12.73 hrs, Volume= 0.960 af Outflow = 5.71 cfs @ 12.75 hrs, Volume= 0.960 af, Atten= 0%, Lag= 0.9 min Routed to Reach 8R : 15" Pipe Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Max. Velocity= 3.29 fps, Min. Travel Time= 2.3 min Avg. Velocity = 1.36 fps, Avg. Travel Time= 5.6 min Peak Storage= 798 cf @ 12.75 hrs Average Depth at Peak Storage= 0.50' , Surface Width= 4.98' Bank-Full Depth= 3.00' Flow Area= 33.0 sf, Capacity= 303.17 cfs 2.00' x 3.00' deep channel, n= 0.022 Earth, clean & straight Side Slope Z-value= 3.0 '/' Top Width= 20.00' Length= 460.0' Slope= 0.0101 '/' Inlet Invert= 599.00', Outlet Invert= 594.35' Reach 9R: East Swale Hydrograph Inflow 5.72 cfs Outflow 6 5.71 cfs Inflow Area=6.227 ac 5 Avg. Flow Depth=0.50' Max Vel=3.29 fps 4 n=0.022 Flow (cfs) L=460.0' 3 S=0.0101 '/' 2 Capacity=303.17 cfs 1 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) Page 516 of 1174