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<br />* , 1 23 1965 1500. * 20 1969 272. .6061 * <br />* 7 19 1966 238. * 21 1954 269. .6364 * <br />* 7 23 1967 266. * 22 1970 268. .6667 * <br />* 8 10 1968 306. * 23 1967 266. .6970 * <br />*" 8 21 1969 272. * 24 1963 248. .7273 * <br /> 8 3 1970 268. * 25 1956 248. .7576 * <br /> 7 19 1971 562. * 26 1966 238. .7879 * <br />* 8 17 1972 156. * 27 1964 237. .8182 * <br />* 7 14 1973 614. * 28 1975 164. .8485 * <br />* 7 21 1974 461- * 29 1958 162. .8788 * <br />* 9 10 1975 164. * 30 1977 162. .9091 * <br />* 8 2 1976 345. * 31 1972 156. .9394 * <br />* 7 19 1977 162. * 32 1950 105. .9697 * <br />**************************************************************** <br /> <br />-OUTLIER TESTS <br /> <br />---------------------------------------------------------------- <br /> <br />LOW OUTLIER TEST <br /> <br />o LOW OUTLIER (S) <br /> <br />PERCENT~~LIER TEST VALUE K(N) = 2.591 <br />,.~/ <br />IDENTIFIED BELOW TEST VALUE OF 73.0 <br /> <br />BASED ON 32 EVENTS, 10 <br /> <br />----------------- <br /> <br />HIGH OUTLIER TEST <br /> <br />----------------- <br /> <br />~ <br />SED ON 32 EVENTS, 10 PERCENT OUTLIER TEST VALUE K(N) = 2.591 <br /> <br />o HIGH OUTLIER(S) IDENTIFIED ABOVE TEST VALUE OF <br /> <br />1807. <br /> <br />---------------------------------------------------------------- <br /> <br />-~KEW WEIGHTING - <br /> <br />---------------------------------------------------------------- <br /> <br />BASED ON 32 EVENTS, MEAN-SQUARE ERROR OF STATION SKEW = .184 <br />DEFAULT OR INPUT MEAN-SQUARE ERROR OF (;ENERALIZED SKEW = .302 <br /> <br />---------------------------------------------------------------- <br /> <br />FINAL RESULTS <br />-FREQUENCY CURVE-06716500 - CLEAR CREEK NEAR LAWSON, CO. <br />**************************************************************** <br />*........FLOW,CFS........* *...CONFIDENCE LIMITS...* <br />* EXPECTED * EXCEEDANCE * * <br />* COMPUTED PROBABILITY * PROBABILITY * .05 LIMIT .95 LIMIT * <br />*------------------------*-------------*-----------------------* <br />*....2710. 3400. * .002 * 4770. 1840. * <br />* 2130. 2520. * .005 * 3540. 1500. * <br />* 1760. 1990. * .010 * 2790. 1280. * <br />1430. 1570_ * .020 * 2160. 1070. * <br />" 1140. 1220. * .040 * 1640. 882. * <br />* 817. 846. * .100 * 1090. 657. * <br />* 605. 615. * .200 * 768. 499. * <br />