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<br />il~;r"~<'";""" ""-~,_.-,,.,;;;....- , ' <br /> -,-, <br /> .-.",- c"""_ <br /> ;, <br />'.' Exceedence Frequency per Hundred' Ve." <br /> 9B 95 90 BO 70 60 50 40 30 20 10 5 2 ,5 ,2 .I <br /> " <br /> I <br /> I <br />I '~ <br />, I <br /> I ,20, <br /> , <br /> 'I <br /> '., <br /> I <br /> I : 5000 <br /> I u <br /> .~. <br /> .. <br /> co <br /> l; <br /> .r <br /> I " <br /> . <br /> Ci <br /> -" <br /> ~ 2000 <br /> 0. <br /> :1 <br /> I 1000 <br /> I <br /> I 500 on Q 2 0 0 0 0 0 <br /> .., Q 0 0 0 <br /> '" '" Q <br /> Eltceedence Interval in Years <br /> I FREQUENCY OF PEAK FLOWS <br /> I 200 SAN JUAN RIVER AT ROSA, N, M. <br /> S,.,i.n 093505 O,A,; 1990 sq, ml. <br /> I " Prepared: Date: May 1977 <br /> , I <br /> , 100 I I' ~ CAMP DRESSER a McKEE Inc. <br /> 1 Environmental Engineers <br /> Denver, Colorado <br /> . . FIGURE 22 <br /> ------ -- ---- ------- <br /> <br />