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C J <br />C J <br />• <br />V-Ditch Design <br />Loadout <br /> Ditch Grade Minimum Grade Maximum Grade Peak <br /> Min Max De th Velocit De th Veloci Flow <br /> Feet FVSec Feet FVSec cfs <br />Ditch <br /> H1 Tra ezoidal Channel - Pa e ExhB -168- 36.61 <br /> H2 1.3°% 1.3% 0.52 2.0 0.52 2.0 0.82 <br /> <br /> i1 Concrete Ditch - Pa e Exh-8-169 2.05 <br /> i2 Deleted from Desi n 0.00 <br /> <br /> J1 1.0% 1.0% 0.87 2.5 0.87 2.5 2.80 <br /> J2 6.1% 6.1% 0.78 5.8 0.78 5.8 5.26 <br /> J3 0.9% 0.9% 0.31 1.2 0.31 1.2 0.17 <br /> J4 Concrete Ditch - Pa e Exh-8-169 3.72 <br /> J5 1.0% 1.0% 0.62 2.0 0.62 2.0 1.12 <br /> J6 0.7% 1.0% 1.57 3.1 1.47 3.6 13.57 <br /> <br /> Kt 0.2% 0.2% 0.72 1.0 0.72 1.0 0.76 <br /> K2 1.0% 1.0% 0.46 1.6 0.46 1.6 0.50 <br /> K3 0.8% 0.8% 0,52 1.6 0.52 1.6 0.63 <br /> K4 2.0% 6.0% 0.74 3.2 0.60 4.8 2.55 <br /> <br /> L1 1.0% 1.0% 0.26 1.1 0.26 1.1 0.11 <br /> L2 2.0% 2.5% 0.33 1.9 0.32 2.0 0.30 <br /> <br /> Berms/Ditches Above To soil and Covefill Piles <br /> 1 % 10% 0.40 1.5 0.26 3.6 0.34 <br /> <br /> <br /> <br /> <br />Flow de th in feet does not include 0.3 feet freeboard. <br />PR-06 EXH-8 - 29iii - 12/26/01 <br />~~Pi2oVED /~IS~oZ <br />