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Jl, tlL, JL <br />WEST SIDE DIVERSION <br />Drainage Area from J1, B2, S1, SWS(s)1-2: 0,2 acres <br />Total Contributing Drainage Area: 0,2 acres <br />• MATERIAL: SHALES AND HARDPANS <br />Triangular Earthen Channel <br />Limiting Variable: Velocity = 6.000 fps <br />Sediment-laden Water <br />Design Bottom Manning's <br />Discharge Width ZLeft ZRight Slope n <br />(cfs) (ft) (%) <br />0.14 2.0:1 2.0:1 2.0 0.0_5 <br />Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />Ift) (fps) (ft) <br />----------------------------------------------- <br />0.20 1.71 0.8 0.091 0.94 <br />/ Freeboard: 0.50 2.0 <br />Runoff Peak Pealc Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-ft] (cfsl (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br />---------------------------------------------------------------------------- <br />---------------------------------------------------------------------------- <br />~L`T 0.01 0.14 1.2 177469 110.64 90.51 3.12 <br />k##########*#################*##~*##*##*#*####**##**#####*################## <br />• <br />• <br />