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<br />:1, <br /> EKceedence frequency per Hundred Vear. <br />I 99 96 95 90 60 70 60 50 40 30 20 10 5 2 ,5 ,2 ,I <br /> 10,000 <br /> " <br />I <br />I 5000 <br />I <br />I 2000 <br />I <br /> 1000 <br />I <br />I ,; 500 <br /> '"' <br /> u <br />I ,!; <br />" <br />'" <br />~ <br /> -'" <br /> " <br />I '" <br />c <br />~ <br />0 <br />J: 200 <br />I <br />I 100 <br />I <br /> 50 Q 0 0 0 0 0 8 <br />I '" '" Q 0 0 <br /> N on Q <br /> Exceedence tnterval in Years <br />I FREQUENCY OF PEAK FLOWS <br /> ANIMAS RIVER AT HOWARDSVILLE <br />I 20 <br /> Station 093575 D. A. = 55.9 oq. mL <br />I Prepared: Date: May /977 <br /> ~ CAMP DRESSER a McKEE Inc. <br />.' 10 Environmental Engineers <br />I Denver. Colorado <br /> FIGURE 27 <br /> ------- --- <br /> <br /> <br /> <br />