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<br />DRAINAul: "HI I I:HIA MAnUAL <br /> <br />1000 <br /> <br />.. <br />U 300 <br />I <br /> <br />:c 200 <br />o <br />...J <br />IL <br /> <br />~ <br />c 100 <br />w <br />A. <br /> <br />Q <br />W <br />~ <br />~ 50 <br />~ <br />(.) <br />...J <br />C <br />(.) 40 <br /> <br />nul.......' , <br /> <br />500 <br /> <br /> - <br /> il <br /> / <br /> / <br /> 1/ <br /> . / <br /> Ii . 1/ <br /> ,.. <br /> ~ <br /> [/' <br /> .' . <br /> . . <br /> .' . Iii <br /> . . <br /> I" <br /> . . . " x. <br /> . f>l <br /> . / ACCEPTABLE DATA <br /> . ,... <br />1 . 1/ . <br /> . X QUESTIONABLE <br /> . /. DATA POINTS <br /> - <br /> / 1980 - 1981 DATA <br /> ~ H. G. @ COLO. BLVD. <br /> . <br /> - <br />/ Ii H. G. @ H.P. <br /> A. SANDERSON G. TRIB. <br /> II <br /> <br />30 <br /> <br />10 <br />10 <br /> <br />20 30 50 100 :!OO 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 />(5 - MINUTE UNIT HYDROGRAPHS) <br /> <br />5-1-84 <br /> <br />URBAN DRAINAGE & FLOOD CONTROL DISTRICT <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />