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<br />99.8 <br />3.0 <br />2.9 <br />2.8 <br />2.7 <br />2.6 <br />2.5 <br />2.4 <br />2.3 <br />2.2 <br />2.1 <br />2.0 <br />1.9 <br />1.8 <br />'" 1.7 <br />Q) <br />ii 1.6 <br />..!: <br />::f 1.5 <br /><C <br />!;l;: 1.4 <br />~1.3 <br />1.2 <br />1.1 <br />1.0 <br />0.9 <br />0.8 <br />0.7 <br />0.6 <br />0.5 <br />0.4 <br />0.3 <br />0.2 <br />0.1 <br />0.099.8 <br /> <br />FIGURE 2: <br />99 98 95 90 <br /> <br />ANNUAL MAXIMUM RAINFALL DATA AND PROBABILITY CURVES <br />80 70 60 50 40 30 20 10 5 2 1 0.5 0,2 0.1 0.05 0.01 <br /> <br />0.002 <br /> <br />0.005 <br /> <br /> I~ oM. 197 <br /> ) <br /> I -- ~4/!J~~ e z. 199~ <br /> I <br /> I -wi <br /> IIiii' <br /> V1 I. N)J ~. 1973 <br /> l..J <br /> .~ -wt <br /> ,/ <br /> .' <br /> . I.' H'" 1992 <br /> ~ . <br /> ~ I <br /> I~ <br /> U 1 <br /> ~ <br /> .~N <br />l- I- ~ <br /> ~ <br /> . ][ <C<O>N <br /> ENGINEERING,INC. <br /> <br />99 98 95 90 <br /> <br />80 70 60 50 40 30 20 10 5 <br />EXCEEDANCE PROBABIUTY. Percent <br /> <br />2 1 0.5 0.2 0.1 0.05 0.01 0.005 0.002 <br />