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(ac-ft) (cfs) <br />----------------------------- <br />----------------------------- <br />IN/OUT 10.60 93.56 <br />*~,t******************:******************************************************** <br />• J1, B1, S4 <br />UNDIS & SLP:D14_~00 <br /> Drainage Area from J1, B1, S4, SWS(s)1-3: 0.4 acres <br /> Total Contributing Drainage Area: 50.8 acres <br /> MATERIAL: Rock Riprap <br /> Trapezoidal Riprap Channel <br /> Steep Slope Design - Simons/OSM Meth od <br /> Design Bottom Manning's <br /> Discharge Width ZLeft ZRight Slope n <br /> (cfs) <br />---------- <br />---------- (ft) ($) <br />------------------------------- <br />------------------------------- <br />-------- <br />-------- <br /> 94.47 10.0 3.0:1 3.0:1 26.0 0.042 <br /> Top Hydraulic Froude <br /> Depth Velocity Width Radius Number <br /> (ft) <br />-------- <br />--- (fps) (ft) <br />------------------------------- <br />----- <br />------- <br />------- <br />------- <br />-------- <br />---- <br /> -- <br />--- <br />0.39 -- <br />- <br />- <br />- <br />21.53** 12.4 0.351 --- <br />- <br />6.37 <br />y <br />w/ Freeboard: 0.69 14.2 <br />** Non-uniform flow - Velocity shown is V=Q/A and may not be applicable <br />• <br /> ----DMax---- ----D50---- ----D1 0---- <br /> (ft) <br />------ <br />------ (in) (ft) (in) (ft) <br />------------------------------- <br />------------------------------- (in) <br />----- <br />----- <br /> 1.88 22.50 1.50 18.00 0.50 6.00 <br /> Runoff Peak <br /> Volume Discharge <br /> (ac-ft) (cfs) <br />IN/OUT 10.68 94.47 <br />******************************************************************************* <br />J1, B2, 52 <br />RECL BENCH(1221),D1C -~o <br />Drainage Area from J1, B2, S2, SWS(s)1-3: 7.0 acres <br />Total Contributing Drainage Area: 30.0 acres <br />MATERIAL: Rock Riprap <br />Trapezoidal Riprap Channel <br />Steep Slope Design - Simons/oSM Method <br />Design Bottom Manning's <br />Discharge Width ZLeft ZRight Slope n <br />• (cfs) (ft) ($) <br />------------------------------------------------- <br />82.95 6.0 3.0:1 3.0:1 18.9 0.042 <br />Top Hydraulic Froude <br />