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171 <br />PHASE 2 EAST INTERIM-DIVERSION Type Il 24-hr 100 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 9 <br />HydroCAD® 8.00 s/n 004412 © 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Reach 2-E1: EAST DIVERSION E1 <br />• <br />[61] Hint: Submerged 4% of Reach 2-D1 bottom <br />Inflow Area = 28.450 ac, Inflow Depth = 0.93" for 100 FULL YEAR event <br />Inflow = 34.67 cfs @ 12.08 hrs, Volume= 2.208 of <br />Outflow = 33.94 cfs @ 12.10 hrs, Volume= 2.208 af, Atten= 2%, Lag= 1.5 min <br />Routing by Stor-Ind+Trans method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 8.79 fps, Min. Travel Time= 0.8 min <br />Avg. Velocity = 2.80 fps, Avg. Travel Time= 2.6 min <br />Peak Storage= 1,746 cf @ 12.09 hrs, Average Depth at Peak Storage= 0.99' <br />Bank-Full Depth= 1.25', Capacity at Bank-Full= 56.23 cfs <br />2.00' x 1.25' deep channel, n= 0.022 Earth, clean & straight <br />Side Slope Z-value= 2.0'P Top Width= 7.00' <br />Length= 444.0' Slope= 0.0327? <br />Inlet Invert= 7,072.50', Outlet Invert= 7,058.00' <br />Reach 2-E1: EAST DIVERSION E1 <br /> <br />38 <br />36 <br />34 <br />32 <br />30 <br />28 <br />26 <br />24 <br />w 22 <br />20 <br />18 <br />LL 16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />Hydrograph <br />Inflow Area=28.450 ac <br />Inflow=34.67 cfs <br />Outflow=33.94 cfs <br />Avg. Depth=0.99' <br />Max Vet=8.79 fps <br />n=0.022 <br />L=444.0' <br />S=0.0327 '/' <br />Capacity=56.23 cfs <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 />--w- I <br />outflow