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<br />~I' <br />I Exceedence Frequency per Hundred Year. <br /> 99 98 95 90 80 70 60 50 40 30 20 10 5 2 ,5 ,2 ,/ <br /> 100,0 , - <br />II <br />I <br />I <br />I 20,000 <br />I , <br />I <br />I ,,; 5000 <br /> -' <br /> ci <br />I ,= <br />" <br />co <br /> a <br /> -'" <br /> u <br />I 0 <br />0 <br />~ <br />0 <br /> ~ 2000 " <br />I <br />I 1000 <br />I <br />I 500 Q 0 0 0 0 <br /> '" '" 0 0 <br /> '" Q <br /> Exceedence tnterval in Years <br />I FREQUENCY OF PEAK FLOWS <br />I 200 ANIMAS RIVER AT FARMINGTON, N,M, <br /> Station 093645 DA.= 1360 sq. mi. <br />I Prepared' Date' May 1977 <br /> A CAMP DRESSER a McKEE Inc. <br /> 100 <br />I Environmental Engineers <br /> Denver, Colorodo <br /> FIGURE 36 <br /> ------- <br /> <br /> <br />