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,, <br />a • <br />Channel Design <br />Permanent Channel Realignment <br />Haslc Data <br />Weighted Soila Cover Complex No: 80 <br />100 year - 24 hour precipitation event: 3.4" <br />Runoff (Tab S-3 from Peak Flowe): 34.58 <br />Slope: 1.56 <br />Hydraulic Length: 9500' <br />Time concentration, Hour: .66 Hour <br />Peak Discharge: 470 cfs/in/sq inch <br />Total Area: .40 sq mile <br />Total Peak Discharge: 293.28 cfs. <br />Design of Channel <br />Channel at Hase: <br />Dom: <br />Flow Depth at Peak Discharge: <br />Bottom Stability, Safety Factor: <br />Channel Sides: <br />Side Stability, Safety Factor: <br />O . x.39 <br />20' <br />2' <br />~ ,`$9 1.329' <br />1.42 OK <br />4h:ly <br />1.63 OK <br />r ,'7 <br />v . 5,u `I Fops <br />Aso . ~,~5 R <br />mud e <br />c,.YS ~~s <br />y ~~ ys. y y <br />.~8 ~ <br />