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<br />I <br />I 19 <br />I TABLE 3 <br /> SU""ARY OF HEC-l RUNS JUST UPSTREA" OF CLS RAilROAD CULVERT <br />I WITH NO RAINFAll REDUCTION <br />I Upstream Rout ed Water Surface <br /> Discha rge Discharge Elevation <br />I Descrlotlon cfs cfs feet <br /> Original Greiner study. Full contrj- 5150 5150 5365.0 <br />I bution from Ketner Res. 1043 cfs <br />from Standley lake is Included. 430 <br /> cfs from Standley lake Is added. <br />I No res. routing at C80S Railroad. <br /> 4 cfs from Ketner Res. 1043 cfs 4540 4540 5362.8 <br />I from Standley lake is Included. 430 <br />cfs from Standley lake Is added. <br />No res. routing at C80S Railroad. <br />I 4 cfs from Ketner Res. 1043 cfs 4480 3060 :5357.6 <br />from Standley lake Is included. 430 <br />I cfs from Standley lake Is Included. <br />Flow routed thru res. @l C80S Railroad. <br />Only floodway storage used. Ke = 0.2 <br />I 4 cfs from Ketner Res. 1043 cfs 4480 2920 5358.2 <br />from Standley lake Is Included. 430 <br />I cfs from Standley Lake is included. <br />Flow routed thru res. @l C80S Railroad. <br />Only floodway storage used. Ke = 0.5 <br />I 4 cfs from Ketner Res. 1470 cfs as a 5510 3580 5360.7 <br />constant outflow from Standley Lake <br />I is included. Flow routed thru res. @l <br />C80S Railroad. Only floodway storage <br />used. Ke = 0.5 <br />I 4 cfs from Ketner Res. 1470 cfs as a 5510 3880 :5361. 9 <br />constant outflow from Standley lake <br />II Is included. Flow routed thru res. @l <br />C&S Railroad. Reduced floodway <br />storage used. Ke = 0.5 <br />I <br />I <br />