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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />~2 <br /> <br />CALIFORNIA BEND, HARRISON COUNTY, IOWA <br /> <br />COMPARISON OF RESULTS FROM REGIONAL REGRESSION EQUATIONS, STATEWIDE <br />REGRESSION EQUATIONS, AND HEC-! ANALYSIS FOR OLD SOLDIER RIVER WATERSHED <br /> <br />Flood FreaueDcv Ivrl <br />2 <br />5 <br />10 <br />25 <br />50 <br />100 <br /> <br />WRl87-4132 <br />RegrelSioD Results <br />Peak Disch.l'I!e Idsl . <br />1550 <br />3000 <br />4280 <br />5930 <br />7260 <br />8800 <br /> <br />WRI 93-4062 <br />Regressioa Raub! <br />Peak D1sch.l'I!e Ids) <br />960 <br />1940 <br />2760 <br />3900 <br />4810 <br />5790 <br /> <br />MISSOURI RIVER PEAK DISCHARGES <br />OBTAINED FROM THE OMAHA, NEBRASKA <br />FLOOD-FREQUENCY RATING CURVE <br /> <br />Esceedeoce Proh.bili" 10;.) <br />N/A <br />50 <br />20 <br />10 <br />4 <br />2 <br />1 <br />.2 <br /> <br />J100d FrecpII-. ~ (vr) <br />CRP <br />2 <br />5 <br />10 <br />25 <br />SO <br />100 <br />500 <br /> <br />BEC-! Aaalylis <br />SiDgIe BuiD <br />Peak Disch.n:e Ids) <br />1570 <br />2420 <br />3120 <br />3840 <br />4580 <br />5220 <br /> <br />MDron-ate Di...h.... Idl} <br />31,000 <br />70,000 <br />90,000 <br />125,000 <br />155,000 <br />170,000 <br />190,000 <br />245,000 <br />