Text · page 188 of 359
Read the whole document on one page (all 359 pages, each with its own heading)
D_App D_Pre-Development Model NY-West Seneca 24-hr S1 10-yr Rainfall=3.14" Prepared by Labella Associates Printed 4/17/2026 HydroCAD® 10.20-7a s/n 09581 © 2025 HydroCAD Software Solutions LLC Page 12 Summary for Reach AP-1: Cayuga Creek Inflow Area = 11.117 ac, 9.50% Impervious, Inflow Depth = 1.47" for 10-yr event Inflow = 16.27 cfs @ 12.17 hrs, Volume= 1.361 af Outflow = 16.27 cfs @ 12.17 hrs, Volume= 1.361 af, Atten= 0%, Lag= 0.0 min Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Reach AP-1: Cayuga Creek Hydrograph Inflow 18 16.27 cfs Outflow 16.27 cfs 17 16 Inflow Area=11.117 ac 15 14 13 12 11 Flow (cfs) 10 9 8 7 6 5 4 3 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 188 of 359