Text · page 542 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 100-yr Rainfall=5.22" Prepared by Labella Associates Printed 7/26/2026 HydroCAD® 10.20-6a s/n 09581 © 2024 HydroCAD Software Solutions LLC Page 75 Reach 8R: 15" Pipe Hydrograph Inflow 9.63 cfs Outflow Overflow 10 Inflow Area=6.227 ac Avg. Flow Depth=1.02' 9 Max Vel=5.88 fps 8 6.33 cfs 15.0" 7 Round Pipe Flow (cfs) 6 n=0.013 5 L=350.0' 4 3.30 cfs S=0.0096 '/' 3 Capacity=6.33 cfs 2 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 542 of 1174