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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />I 4 cfs from Ketner Res. 1043 cfs <br />from Standley Lake is Included. 430 <br />cfs from Standley Lake Is included. <br />II Flow routed thru res. ~ C80S Rallroad. <br />Only floodway storage used. ~. O-! .~ <br /> <br />I ~ i A <br />, \!~ 4 cfs from Ketner Res. 1043 cfs 4480 2920 <br />'\II"'if)lfrom Standley Lake Is included. 43Q ~ <br />.;,) ,: '" cfs from Standley Lake is included. j- L' JlR fo-o ( q <br />I nl? ,71 Flow routed thru res. @ C80S Railroad. ~- '( u~.L-~ ~:r~ l. /18'(" . <br />. Only f100dway storage used. Ke = 0.5 J <br /> <br />I <br />I <br />I <br />I <br />I <br />il <br /> <br />19 <br /> <br />TABLE 3 <br /> <br />SUMMARY Of HEC-I RUNS JUST UPSTREAM Of Cll.S RAILROAD CULVERT <br />WITH NO RAINFALL REDUCTION <br /> <br />Descrlotlon <br /> <br />Original Greiner study. Full contri- <br />bution from Ketner Res. 1043 cfs <br />from Standley Lake Is included. 430 <br />cfs from Standley Lake is added. <br />No res. routing at C80S Rallroad. <br /> <br />4 cfs from Ketner Res. 1043 cfs <br />from Standley Lake Is Included. 430 <br />cfs from Standley Lake is added. <br />No res. routing at C80S Railroad. <br /> <br />4 cfs from Ketner Res. 1470 cfs as a <br />J constant outflow from Standley Lake <br />Is included. Flow routed thru res. i' <br />C&S Railroad. Only floodway storage <br />used. Ke = 0.5 <br /> <br />4 cfs from Ketner Res. 1470 cfs as a <br />constant outflow from Standley Lake <br />is Included. Flow routed thru res. @ <br />C80S Railroad. Reduced floodway <br />storage used. Ke = 0.5 <br />,., ? <br />kl} 0 O. t. , <br /> <br />Upstream Routed Water Surface <br />Discharge Discharge Elevation <br />cfs cfs feet <br />5150 5150 5365.0 <br /> <br />4540 <br /> <br />4540 <br /> <br />5362.8 <br /> <br />4480 <br /> <br />5357.6 <br /> <br />3060 <br /> <br />5358.2 <br /> <br />'('<^l~~ <br />I~--, <br /><(-- <br /> <br />5510 <br /> <br />3580 <br /> <br />5360.7 <br /> <br />5510 <br /> <br />3880 <br /> <br />5361. 9 <br /> <br />? <br />