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<br />F"IL..E2R:R5S.DAT <br /> <br />DFlTE= a7/2Ei/q1 <br /> <br />RALSTON CREEK ABOVE VAN BIBBER CREEK <br /> <br />H'1il1il1il1il <br /> <br />I <br />N <br /> <br />llillillillil / <br /> ;t <br /> y <br /> / <br /> / <br /> / <br /> ./ <br /> ~ <br /> ./ <br /> / <br />1Il11il1il / <br /> / <br />I"" <br /> <br />o <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 />'l'l.'l <br /> <br />'l'l 'lB <br /> <br />'l5 <br /> <br />'llil <br /> <br />BIil 71il 51il 151il 21il <br />PERCENT CHANCE EXCEEOENCE <br /> <br />llil <br /> <br />5 <br /> <br />2 <br /> <br />.2 .1 <br /> <br />LEGENO, <br /> <br />o MOOELEO <br />AOJUSTEO <br /> <br />HEC - I MODEL OF <br />FUTURE CONDITIONS <br /> <br />WITHOUT LEYOEN OAM <br /> <br />RALSTON/LEYOEN CREEKS FEASIBILITY STUOY <br />DISCHARGE FREOUENCY RELATIONSHIPS <br />RALSTON CREEK ABOVE VAN BIBBER CREEK <br /> <br />'PREPAREO BY I J.r <br />REVIEWED BY, dJc <br /> <br />US ARMY ENGINEER DISTRICT, OMAHA <br /> <br />CORPS OF ENGINEERS, OMAHA. NEBRASKA <br />FEBRUARY l'l'll <br /> <br />FIGURE 5 <br />