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<br /> <br />DRAINAGE CRITERIA MANUAL <br /> <br />RUNOFF <br /> <br />. <br /> <br />1000 <br /> <br /> 500 <br /> .. <br /> - 300 <br /> u <br /> ~ 200 <br /> 0 <br /> ..I <br /> LL <br /> :.: <br /> <I: 100 <br /> w <br /> Q. <br /> 0 <br /> W <br /> ~ <br /> <l: 50 <br />. ..I <br />::I <br />() <br /> ..I <br /> <I: 40 <br /> () <br /> 30 <br /> <br /> ... <br /> "'/ <br /> / <br /> / <br /> / <br /> . / <br /> Ii . ./ <br /> Ii) <br /> / <br /> .' . <br /> . . <br /> .' . Iil <br /> . . <br /> h <br /> .Y . " )I. <br /> . #> <br /> . ./ ACCEPTABLE DATA <br /> . - <br />) . / . <br /> . X QUESTIONABLE <br /> /. DATA POINTS <br /> ;/ 1980 - 1981 DATA -- <br /> . H. G. @ COLO. BLVD. <br />[7 Iil H.G. @ H.P. - <br /> A SANDERSON G. TRIB. <br /> I III1 <br /> <br />10 <br />10 <br /> <br />20 30 50 100 200 300 500 <br />RECORDED PEAK FLOW - cfs <br /> <br />1000 <br /> <br />FIGURE 4-8. <br /> <br />COMPARISON <br />CALCULATED <br /> <br />OF RECORDED <br />PEAKS USING <br /> <br />PEAKS WITH <br />NEW C U H P <br /> <br />. <br /> <br />(5 - MINUTE UNIT HYDROGRAPHS) <br /> <br />5~1-84 <br />URBAN DRAINAGE & FLOOD CONTROL DISTRICT <br />