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<br />Station - 09064600 EAGLE RIVER NEAR MINTURN <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 />10 <br />o <br />10 <br />o <br />o <br />-0.281 <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 />**WCF233W-EXPECTED PROB OUT OF RANGE AT TAB PROB. 0.00003 <br />WCF002J-CALCS COMPLETED. RETURN CODE = 2 <br /> <br />0.0 <br />352.1 <br />2283.3 <br />0.00200 <br /> <br />1 <br /> <br />Station - 09064600 EAGLE RIVER NEAR MINTURN <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 />SYSTEMATIC RECORD <br />BULL.17B ESTIMATE <br /> <br />0.0 <br />0.0 <br /> <br />1. 0000 <br />1.0000 <br /> <br />2.9526 <br />2.9526 <br /> <br />STANDARD <br />DEVIATION <br /> <br />SKEW <br /> <br />0.1994 <br />0.1994 <br /> <br />0.143 <br />-0.117 <br /> <br />Water Resource Consultants, LCC <br /> <br />Page I of3 <br />