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<br /> RATIOS FOR AREAL ADJUSTMENT <br /> OF POINT RAINFALL <br /> 100 <br /> 99 <br /> 98 <br /> RM <br />.... <br />0 97 <br />1) <br />0 <br />l1... <br />- 96 <br />&i <br />E <br />- <br />U) <br />::I 95 <br />.~ <br />~ <br /><( <br />- 94 <br />c <br />Gl <br />0 <br />.... CUR E B- <br />~ 93 <br /> -~ <br /> 92 <br /> <br /> <br />I. <br />~ <br /> <br />~ <br />! <br />I. <br />, <br />I' <br />I <br />~: <br />'i <br />r.>\ <br />.~ <br /> <br />10 20 30 40 <br />Area In Sq. Miles <br /> <br />!:'JJ <br /> <br />!1 <br />Pi <br />I <br />--~-! <br />l <br />l: <br />I <br />I <br />II <br />Ii <br /> <br />NOTE' (I) CURVE 'A' IS APPLICABLE 10 24 HOUR STORMS THROJGHOJT COlORADO, ie. TYPE U AND UA SlORMS. <br />(SOURCE' PROCEDURES FOR DETERMINING PEAK FLOWS IN OJLORADO SUPPLEMENTING SCS TECHNICAL <br />RELEASE 55.) <br />(2.) CURVE 'B' IS APPLICABLE TO 6 HOUR STORMS. (SOURCE' PPACG DRAINAGE CRITERIA MANUAL 1976.) <br /> <br />FIGURE II-8 <br /> <br />12 <br />