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<br />10000 <br /> <br />. H RNNUAL PEAKS <br /> I <br /> - -/ <br /> / <br /> 11// <br /> ..A y <br /> ~- <br /> ~ <br /> <8- <br /> ~ <br /> . <br /> . ~ <br /> - <br /> 7 <br /> - / <br /> / MEAN LOGS 2.766 <br /> STANOARO OEV 0.S17 <br /> SKEWNESS -0. i61 <br /> / RECURRENCE 01SCHARGE <br /> / - INTERVAL <br /> / . 100 YEAR 6200.0 <br /> SO YEAR i9BO_0 <br /> / 2S YEAR 3BiO.0 <br /> 10 YEAR 2S00.0 <br />/ S YEAR 1620.0 <br /> - 2 YEAR 639.0 <br /> <br /> 0 <br /> :z <br /> 0 <br /> u <br /> W <br /> <fl <br /> '" <br /> w 1000 <br /> Q.. <br /> .... <br /> W <br /> W <br /> "- <br /> U <br /> ~ <br /> <D <br /> :::> <br /> u <br /> :z <br />C" , <br /> W <br /> (!l <br /> '" <br /> a: <br /> :I: <br /> u <br /> <fl <br /> 0 100 <br /> <br />20 <br /> <br />99.0 <br /> <br />95.0 <br /> <br />90.0 <br /> <br />80.0 70.0 60.0 50.0 10.0 30.0 20.0 10.0 5.0 <br />EXCEEOENCE PROBRBILITY, IN PERCENT <br /> <br />1.0 0.5 0_2 <br /> <br />Log-Pearson type III fLaod-frequency estlmate far stream-gaglng statlon <br /> <br />05315000 REDWOOD RIVER NEAR MARSHALL <br /> <br />Figure 1.--Example of flood-frequency plot. <br />