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<br />._~ <br />wr' -- <br /> <br />~. <br />l'loodway Data <br /> <br />Table 2 <br /> <br />--- <br />~' <br /> <br />Increase <br />(Feet> <br /> <br />BASE FLooO ELEVATION <br /> <br />With <br />Floodway <br />(Feet) <br /> <br />Without <br />Floodway <br />(Feet> <br /> <br /> <br />Mean <br />Veloci ty <br />(Feet per <br />Second) <br /> <br />FLOOOWAY <br /> <br /> <br />Section Area <br /> <br />Width <br />(Feet) <br /> <br />PLOODING SOURCE <br /> <br /> <br />THESE DATA WERE REVISED <br />BY LOMR DATED JULY 15,1996 <br /> <br />trot <br /> <br />0.2 <br />1.0 <br />0.8 <br />0.7 <br />0.6 <br />0.8 <br />0.4 <br />0.4 <br />0.0 <br />0.0 <br /> <br />0.0 <br />o . ;2/0 . 33 <br /> <br />REVISED <br />DATA <br /> <br />4 <br />2 <br />2 <br />4 <br />2 <br />9 <br />1 <br />1 <br />3 <br />9 <br />o <br />- <br />2 <br /> <br />o. <br />1.0 <br />0.8 <br />0.7 <br />0.9 <br />0.8 <br />0.2 <br />0.0 <br />0.0 <br />0.4 <br />0.7 <br />0.6 <br />0.6 <br />0.8 <br /> <br />5,620.6 <br />5,625.2 <br />5,626.0 <br />5,630.1 <br />5,631.8 <br />5,634.7 <br />5,636.5 <br />5,638.5 <br />5,646.3 <br />5,646.9 <br />5,647.0 <br />5,649.8 <br />5,650.9 <br />5,652.2 <br />5,655.6 <br />5,659.8 <br />5,665.5 <br />5,667.5 <br />5,669.1 <br />5,671.6 <br />5,676.5 <br />5,679.4 <br />5,686.1 <br />5,687.6 <br />5,691.4 <br />5,696.2 <br /> <br />620 <br />624 <br />625 <br />629 <br />631 <br />633 <br />636 <br />638 <br />646 <br />646 <br />647 <br /> <br />12.7 <br />10.4 <br />12.2 <br />9.6 <br />9.1 <br />8.4 <br />10.1 <br />12.0 <br />5:"i <br />4.0 <br />5.6 <br /> <br />004 <br />870 <br />121 <br />230 <br />523 <br />984 <br />406 <br />685 <br />...... <br />789 <br />491 <br />788 <br />572 <br /> <br />4 <br />4 <br />4 <br />5 <br />5 <br />5 <br />4 <br />3 <br />- <br />9 <br />12 <br />8 <br />13 <br /> <br />5,620.4 <br />5,624.2 <br />5,625.2 <br />5,629.4 <br />5,631.2 <br />5,633.9 <br />5,636.1 <br />5,638.1 <br />5,646.3 <br />5,646.9 <br />5,647.0 <br />5,649.2 <br />5,650.1 <br />5,651.2 <br />5,654.8 <br />5,659.1 <br />5,664.6 <br />5,666.7 <br />5,668.9 <br />5,671.6 <br />5,676.5 <br />5,679.0 <br />5,685.4 <br />5,687.0 <br />5,690.8 <br />5,695.4 <br /> <br />706 <br />645 <br />592 <br />569 <br />730 <br />1,549 <br />632 <br />635 <br /> <br />64 <br />- <br />,650.1 <br />,651.2 <br />,654.8 <br />,659.1 <br />,664.6 <br />,666.7 <br />,668.9 <br />,671.6 <br />,676.5 <br />,679.0 <br />,685.4 <br />,687.0 <br />,690.8 <br />,695.4 <br /> <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />"'" <br />5 <br />- <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br /> <br />5.0 <br />5.1 <br />6.9 <br />7.6 <br />7.7 <br />6.4 <br />6.2 <br />7.1 <br />10.4 <br />9.8 <br />7.0 <br />8.1 <br />6.7 <br />10.2 <br /> <br />9,670 <br />9,465 <br />6,987 <br />6,248 <br />6,183 <br />7,342 <br />7,635 <br />6,605 <br />4,475 <br />4,703 <br />6,576 <br />5,630 <br />6,836 <br />4,422 <br /> <br />1, <br />1, <br />!& <br />2, <br />2,178 <br />2,010 <br />1,390 <br />1,220 <br />780 <br />827 <br />990 <br />770 <br />760 <br />730 <br />1,000 <br />943 <br />1,020 <br />630 <br /> <br /> <br />78,085 <br />78,855 <br />79,135 <br />79,945 <br />80,540 <br />81,475 <br />81,930 <br />82.485 <br />- <br />060 <br />420 <br /> <br />, <br />86,145 <br />86,615 <br />87,465 <br />88,255 <br />89,175 <br />89,605 <br />90,185 <br />91,145 <br />91,885 <br />92,313 <br />93,555 <br />94,045 <br />94,625 <br />96,225 <br /> <br />Cherry Creek <br />A <br />B <br />C <br />o <br />E <br />F <br />G <br />H <br />I <br />J <br />K <br />L <br />M <br />N <br />o <br />P <br />Q <br />R <br />S <br />T <br />U <br />V <br />W <br />X <br />Y <br />Z <br /> <br />IoN <br />.... <br /> <br />REVISED lD'~'~ <br /> <br />..., <br /> <br />REfI.EC1lOUR <br />DATED SEP 1 2 2lp2 <br /> <br />.f!;- _ <br /> <br />Above Confluence With South Platte River <br /> <br />IFeet <br /> <br />Maximize Floodway <br /> <br />2Above Baseline Model <br /> <br />3Available Surcharge to <br />