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<br />F"ILE:IIiiCIAS0.0AT <br /> <br />OATErB7/2Ei/Q1 <br /> <br />RALSTON CREEK BELOW VAN BIBBER CREEK <br /> <br />1121121121121121 <br /> <br />o <br />I <br />S <br />C <br />H <br />A <br />R <br />G <br />E <br /> <br /> 7 I-- <br />1I2I1!l1!ll2l / <br /> y <br /> I <br /> / <br /> 1/ <br /> / <br /> / <br /> / <br /> ) / <br /> / <br />11!l1!ll2l <br /> <br />I <br />N <br /> <br />C <br />F <br />S <br /> <br />99.9 99 '1B 95 9121 <br />LEGEND. <br />0 MODELED <br />ADJUSTED <br />HEC -I MOOEL OF <br />FUTURE CONO'ITIONS <br />WITHOUT LEYDEN DAM <br />PREPARED BY. J.r <br />REVIEWED BY: dJc <br /> <br />BI!l 7121 6121 iSI2I 21!l <br /> <br />PERCENT CHANCE EXCEEDENCE <br /> <br />6 <br /> <br />.2 .1 <br /> <br />2 <br /> <br />1121 <br /> <br />RALSTON/LEYDEN CREEKS FEASIBILITY STUDY <br />DISCHARGE FREQUENCY RELATIONSHIPS <br />RALSTON CREEK BELOW VAN BIBBER CREEK <br /> <br />US ARMY ENGINEER DISTRICT, OMAHA <br /> <br />CORPS OF ENGINEERS, OMAHA, NEBRASKA <br />FEBRUARY 1991 <br /> <br />F'I SURE e <br />