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<br />'I <br />,.. <br />'. Exceedence Frequency per Hundred Year. <br /> 99 98 95 90 80 70 60 50 40 30 20 10 5 2 ,5 ,2 .I <br /> 100,000 <br /> '. <br />I <br />-I' 50, <br />I <br />I 20, <br />,I <br />I ,10,000 <br />I ,,; <br /> '"' <br /> d <br />I ,= <br />.. <br />'" <br />~ <br /> 0 <br /> ~ <br /> " <br />I ,!!! <br />c <br />x <br />0 <br /> " 2000 <br /> ll. <br />I <br /> I' <br />I 1000 <br />I <br />I 500 on Q 0 0 0 0 0 0 <br /> N on Q 0 0 0 <br /> N on Q <br /> E~ceedence 1"1ervol in Years <br />I FREQUENCY OF PEAK FLOWS <br /> SAN JUAN RIVER p;r PAGOSA SPRINGS <br />I 200 <br /> Statian 093425 0, A. = 298 sq, mi. <br />I Pre pored : Date: May 1977 <br /> ~ CAMP DRESSER 8 McKEE Inc. <br /> 100 Environmental Engineers <br />1 Denver I Colorado <br /> FIGURE 16 <br /> ----- ------ <br /> <br /> <br /> <br />