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<br />U. S. GEOLOGICAL SURVEY <br />ANNUAL PEAK FLOW FREQUENCY ANALYSIS <br />Following Bulletin 17-B Guidelines <br />Program peakfq <br />(Version 4.0, December, 2000) <br /> <br />Station - 09063000 EAGLE RIVER AT RED CLIFF <br />2001 JON 15 04:12:22 <br /> <br />I N PUT <br /> <br />D A T A <br /> <br />SUM MAR Y <br /> <br />Number of peaks in record <br />Peaks not used in analysis <br />Systematic peaks in analysis <br />Historic peaks in analysis <br />Years of historic record <br />Generalized skew <br />Standard error of generalized skew <br />Skew option <br />Gage base discharge <br />User supplied high outlier threshold <br />User supplied low outlier criterion <br />Plotting position parameter <br /> <br />71 <br />o <br />71 <br />o <br />o <br />-0.278 <br />0.550 <br />WEIGHTED <br />0.0 <br /> <br />0.00 <br /> <br />********* NOTICE Preliminary machine computations. ********* <br />********* User responsible for assessment and interpretation. ********* <br /> <br />WCF134I-NO SYSTEMATIC PEAKS WERE BELOW GAGE BASE. <br />WCF195I-NO LOW OUTLIERS WERE DETECTED BELOW CRITERION. <br />WCF163I-NO HIGH OUTLIERS OR HISTORIC PEAKS EXCEEDED HHBASE. <br /> <br />0.0 <br />69.9 <br />1786.6 <br /> <br />1 <br /> <br />Station - 09063000 EAGLE RIVER AT RED CLIFF <br />2001 JON 15 04:12:22 <br /> <br />FLOOD BASE <br /> <br />LOG-PEARSON TYPE III <br /> <br />LOGARITHMIC <br /> <br />ANNUAL FREQUENCY CURVE PARAMETERS <br /> <br />EXCEEDANCE <br />DISCHARGE PROBABILITY <br /> <br />MEAN <br /> <br />---------------------- ------------------------------- <br /> <br />SKEW <br /> <br />STANDARD <br />DEVIATION <br /> <br />------------------------------------------------------- <br /> <br />SYSTEMATIC RECORD <br />BULL.17B ESTIMATE <br /> <br />0.0 <br />0.0 <br /> <br />1.0000 <br />1.0000 <br /> <br />2.5484 <br />2.5484 <br /> <br />0.2429 <br />0.2429 <br /> <br />-0.387 <br />-0_361 <br /> <br />Water Resource Consultants, LCC <br /> <br />Page 1 of3 <br />