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<br />F'I L.E , RR2 , DAT <br /> <br />RALSTON CREEK AT MOUTH <br /> <br />DATE,07/21i/91 <br /> <br />I""B"" <br /> <br />I <br />N <br /> <br /> / '--- <br />I"B"" / <br /> 1,1 <br /> / <br /> / <br /> / <br /> / <br /> V <br /> n <br /> / <br /> ) - <br /> ( / <br />lB"" <br /> <br />D <br />I <br />S <br />C <br />H <br />A <br />R <br />G <br />E <br /> <br />C <br /> <br />F <br />S <br /> <br />99.9 99 ge 95 9" <br />L.EGEND, <br />0 MODELED <br />ADJUSTEO <br />HEC-l MODEL OF <br />FUTURE CONDITIONS <br />WITHOUT L.EYOEN DAM <br /> <br />eB 7B 6" is'' 2B <br />PERCENT CHANCE EXCEEOENCE <br /> <br />I" <br /> <br />5 <br /> <br />2 <br /> <br />.2 .1 <br /> <br />RALSTON/LEYDEN CREEKS FEASIBILITY STUDY <br />DISCHARGE FREOUENCY REL.ATIONSHIPS <br />RALSTON CREEK AT MOUTH <br /> <br />PREPARED BY' J.r <br />REVIEWED BY, dJc <br /> <br />US ARMY ENGINEER DISTRICT, OMAHA <br />CORPS OF ENGINEERS, OMAHA, NEBRASKA <br />FEBRUARY 1991 <br /> <br />FIGURE 7 <br />