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<br /> FIGURE 1: ANNUAL MAXIMUM RAINFALL DATA AND PROBABILITY CURVES <br /> 99.8 99 98 95 90 80 70 60 50 40 30 20 10 5 2 1 0.5 0.2 0.1 0.05 0.01 0.005 0.002 <br /> 3.0 illlI <br /> 2.9 <br /> 2.8 <br /> 2.7 <br /> 2.6 <br /> 2.5 <br /> 2.4 o A 197 <br /> 2.3 I)fl <br /> 2.2 j <br /> I e z. 199, <br /> 2,1 <br /> 2.0 / lle.l7_ 2001 <br /> I <br /> 1.9 buhel flC ilN 2001 \ <br /> 1.8 <br /> 111 - N1A 1973 <br />",t7 <br />.. R <br />ii 1.6 I~ %: <br />.E <br />:::f1.5 l~ .- IHn 2000 <br />;::: 1.4 <br />:z . I.~ - Heni 1992 <br />~1.3 <br /> ~ ~, . <br /> 1.2 ~ <br /> 1.1 <br /> 1.0 !;.~ -I ( ~n bel (Ice . 2001) <br /> 0.9 <br /> 0.8 - <br /> 0.7 m <br /> 0.6 .. <br /> 0.5 ... <br /> 0.4 ~ <br /> 0.3 . ][<C<O>N <br /> 0.2 <br /> 0.1 ENGINEERING. INC. <br /> 0.099.8 99 98 95 90 80 70 60 50 40 30 20 10 5 2 1 0.5 0.2 0.10.05 0.01 0.005 0.002 <br /> EXCEEDANCE PROBABIUTY. Percent <br />