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<br />~I <br />I Exceedence Frequency per Hun~ed Years <br /> 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 />I <br />I 20,00 <br /> " <br /> , <br />,I <br />I <br />I .. 50(;)0 <br /> ..: <br /> U <br />I ,~ <br />.. <br />'" <br />~ <br /> 0 <br /> .c <br /> " <br />I .. <br />0 <br />~ <br />0 <br /> ~2000 <br />I <br />I 1000 <br />I <br />I 500 2 0 0 0 0 0 <br /> '" Q 0 0 0 <br /> '" '" Q <br /> Exceedence 'nterval in Years <br />I FREQUENCY OF PEAK FLOWS <br /> ANIMAS RIVER AT DURANGO <br />I 200 <br /> SIal ion 093615 D.A, = 692 sq, mi. <br />I Prepared: Date: May 1977 <br /> A CAMP DRESSER a McKEE loc. <br />.' 100 Environmental Engineers <br />I Denver, Colorado <br /> FIGURE 31 <br /> <br /> <br /> <br />