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<br />F'ILEIRL;2,DAT <br /> <br />DATE."7/25/91 <br /> <br />LEYDEN CREEK AT MOUTH <br /> <br />11'"'''' <br /> <br />o <br />I <br />S <br />C <br />H <br />A <br />R <br />G <br />E <br /> <br /> / <br /> / <br /> / <br /> V <br /> / <br /> ) V <br />Iii"" <br /> / <br /> / <br /> / <br /> / <br /> / <br /> / <br />I"" <br /> <br />I <br />N <br /> <br />C <br />F' <br />s <br /> <br />Q9,q <br /> <br />2 <br /> <br />.2 .1 <br /> <br />BiI 7" 5" 5" 2" <br />PERCENT CHANCE EXCEEDENCE <br /> <br />I" <br /> <br />5 <br /> <br />Q9 Qe <br /> <br />'15 <br /> <br />'I" <br /> <br />LEGEND, <br /> <br />o MODELED <br />ADJUSTED <br /> <br />HEC - 1 MODEL OF' <br />fUTURE CONDITIONS <br /> <br />WITHOUT LEYDEN DAM <br /> <br />RALSTON/LEYDEN CREEKS fEASIBILITY STUDY <br />DISCHARGE F'REGUENCY RELATIONSHIPS <br />LEYDEN CREEK AT MOUTH <br /> <br />PREPARED BY, J.r <br />REVIEWED BY: dJc <br /> <br />US ARMY ENGINEER DISTRICT, OMAHA <br /> <br />CORPS Of ENGINEERS, OMAHA, NEBRASKA <br />f'EBRUARY 1991 <br /> <br />fIGURE: 5 <br />