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<br />.I'P ;, . :;~' .-. <br />,-,,; --"-c <br />~ . Exceedence Frequency ~r Hundred Yeara <br />I 99 98 95 90 80 10 60 50 40 30 20 10 5 2 ,5 ,2 ,I <br /> 100, <br /> '. <br />I <br />I <br />I <br /> 20,0 " <br />I " <br />pi <br />I <br />I ';5000 <br /> ~ <br /> ci <br /> .5" <br />I .. <br /> '" <br /> 1; <br /> .c <br /> u <br /> ~ <br /> C <br />I ~ <br /> " <br /> :. 2000 " <br /> " <br />I <br />. <br />I 500 <br /> Q 0 0 0 0 0 <br /> N '" 0 0 0 <br /> N '" Q <br />I E~ceedence Inter vol in Years <br /> FREQUENCY OF PEAK FLOWS <br />I LOS PINOS RIVER AT IGNACIO <br /> 200 (PRIOR TO 1940) <br />I Station 093540 O,A,=448 sq, mi. <br /> Prepared: Date: May 1977 <br />I i'l DRESSER a McKEE Inc. <br /> I , 11\ A CAMP <br /> 100 Environmental Engineers <br /> Denver, Colorodo <br />I FIGURE 24 <br /> ---- <br /> <br /> <br />