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<br /> 100 <br /> 99 . <br />.. <br />0 <br />- <br />u 98 <br />~ <br />- I :00 <br />c <br />OJ <br />E 97 <br />- <br />.. <br />:> <br />- <br />.... <br />oct 96 m <br /> 9~ m <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 />I . <br />I <br /> <br />o <br /> <br />10 <br /> <br />20 <br /> <br />30 40 <br /> <br />50 <br /> <br />Area in Square Mi les <br /> <br />Figure 5-2 <br /> <br />RATIOS FOR AREAL ADJUSTMENT <br />OF POINT RAINFALL-24 HOUR <br /> <br />NOTE' SC S Criteria requires na <br />areal adjustment for drainage areas <br />less than 10.0 sq. mi. <br /> <br />21 <br />