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<br />I" --.~ .'. ,,-.-" <br /> , - <br />'.' ~--",' - - <br />, ' <br />fi} -. Exceedenee Frequency per Hunr;fred Vear. <br />I 98 95 90 80 70 60 50 40 30 20 10 5 2 ,5 ,2 .I <br /> '. <br /> I <br /> I' 50, <br />II <br />!,I 20, <br />I <br />1,1 <br /> I <br /> I : <br /> . <br /> I .s' <br /> .. <br /> '" <br /> ~ <br /> .c <br /> u <br /> .. <br /> I 0 <br /> ~ <br /> ~ 2000 <br /> I <br /> 1 <br /> I <br /> 500 on Q 0 0 0 0 0 <br /> I N on ~ 0 ~ <br /> on <br /> Exceedenee Interval in Years <br /> I FREQUENCY OF PEAK ' FLOWS <br /> LOS PINOS RIVER NEAR BAYFIELD <br /> I 200 <br /> SIal ion 093535 O,A.= 270 sq,ml. <br /> I Prepared: Date: May 1977 <br /> 100 A CAMP DRESSER a McKEE Inc. <br /> Environmental Engineers <br /> I Denver, Colorado <br /> FIGURE 23 <br /> <br /> <br /> <br />