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<br />I <br /> ElC.ceedence Frequency per Hundred Years <br />I 99 98 95 90 80 70 60 50 40 30 20 10 5 2 ,5 ,2 ,I <br />100,00 , <br /> I <br /> I <br />II <br /> I 20,000 <br />II <br /> I <br /> I ";5000 <br /> ~ <br /> ci <br /> I .!E" <br /> " <br /> co <br /> ~ <br /> a <br /> '" <br /> " <br /> I " <br /> i5 <br /> ". <br /> 0 2000 <br /> " <br /> "- <br /> I " <br /> I 1000 <br />I I <br />i <br />I 500 Q 0 0 0 0 0 0 <br />I N "' Q 2 0 0 <br /> It) Q <br />I Exceedence 'nterval in Years <br />I FREQUENCY OF PEAK FLOWS <br />I <br />I 200 ANIMAS RIVER NEAR CEDAR HILL, N,M, <br /> Stolion 093635 l>. A,: 1090 so' mi. <br /> I Prepared: Date: May 1977 <br /> A CAMP DRESSER a McKEE Inc. <br /> 100 <br /> Environmental Engineers <br /> I Denver. Colorodo <br /> FIGURE 35 <br /> <br /> <br /> <br />