Laserfiche WebLink
PHASE 2 EAST INTERIM-DIVERSION Type I! 24-hr 100 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 7 <br />HydroCAD® 8.00 s/n 004412 0 2006 HydroCAD Software Solutions LLC 4117/2007 <br />Reach 2-C1: EAST DIVERSION C1 <br />Inflow Area = 5.600 ac, Inflow Depth = 0.80" for 100 FULL YEAR event <br />Inflow = 6.44 cfs @ 12.03 hrs, Volume= 0.372 of <br />Outflow = 6.21 cfs @ 12.06 hrs, Volume= 0.372 af, Atten= 4%, Lag= 1.7 min <br />Routing by Stor-Ind+Trans method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 4.49 fps, Min. Travel Time= 1.0 min <br />Avg. Velocity = 1.56 fps, Avg. Travel Time= 2.8 min <br />Peak Storage= 371 cf @ 12.04 hrs, Average Depth at Peak Storage= 0.68' <br />Bank-Full Depth= 1.00', Capacity at Bank-Full= 14.39 cfs <br />1.10' x 1.00' deep channel, n= 0.022 Earth, clean & straight <br />Side Slope Z-value= 2.0 1.0? Top Width= 4.10' <br />Length= 260.0' Slope= 0.0150T <br />Inlet Invert= 7,090.00', Outlet Invert= 7,086.10' <br />7 <br />6 <br />5 <br />F 4 <br />21 <br />0 <br />LL 3 <br />2 <br />1 <br />• <br />Reach 2-C1: EAST DIVERSION C1 <br />Hydrograph <br />Inflow Area=5.600 ac <br />Inflow=6.44 cfs <br />Outflow=6.21 cfs <br />Avg. Depth=0.68' <br />Max Vet=4.49 fps <br />n=0.022 <br />L=260.0' <br />S=0.0150'/' <br />Capacity=14.39 cfs <br />0 <br />5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 <br />Time (hours) <br />Inflow <br />- Outflow