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<br />. <br />1*.******************************* <br />* FLOOD FLOW FREQUENCY ANALYSIS * <br />* VERSION DATE DEC 12,1983 * <br />*_AFTER BULLETIN 17B, SEPT 1981 * <br />*-PC VERSION DATE-JUNE 14, 1985 * <br />******************************* <br /> <br />**TITLE CARD(S)** <br />TT station CLEAR CREEK NEAR <br />TT state CO <br />TT County 019 <br />TT Latitude 39:45:57 <br />TT Longitude 105:37:32 <br />TT .. ';::E~9W. pPEAK<b~~~~~:} <br />TT <br /> <br />LAWSON, CO. <br />Drainage Area <br />Contribute Area <br />Gage Datum <br />Base Flow <br /> <br />147.0 <br />0.0 <br />8080.00 <br />600.0 <br /> <br />**STATION IDENTIFICATION** <br />ID 06716500 - CLEAR CREEK NEAR LAWSON, CO. <br /> <br />**GENERALIZED SKEW** <br />ISTN GGMSE SKEW <br />GS .000 -.10 <br /> <br />~/t <br />I: . <br />,I <br />, . <br /> <br />**SYSTEMATIC EVENTS** <br />30 EVENTS TO BE ANALYZED <br /> <br />**END OF INPUT DATA** <br />ED ++~+++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br />~+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br /> <br />-SKEW WEIGHTING - <br /> <br />---------------------------------------------------------------- <br /> <br />BASED ON 30 EVENTS, MEAN-SQUARE ERROR OF STATION SKEW = .248 <br />DEFAULT OR INPUT MEAN-SQUARE ERROR OF GENERALIZED SKEW = .302 <br /> <br />---------------------------------------------------------------- <br /> <br />PRELIMINARY 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 />* 2570. 2760. * .002 * 3480. 2090. * <br />* 2390. 2530. * .005 * 3170. 1970. * <br />* 2240. 2350. * .010 * 2930. 1860. * <br />* 2080. 2160. * .020 * 2670. 1740. * <br />* 1910. 1960. * .040 * 2400. 1610. * <br />* 1640. 1670. * .100 * 2000. 1420. * <br />* 1410. 1430. * .200 * 1680. 1230. * <br />* 1020. 1020. * .500 * 1160. 897. * <br />701. 692. * .800 * 801. 593. * <br />~ 564. 549. * .900 * 658. 458. * <br />* 467. 446. * .950 * 557. 364. * <br />* 318. 286. * .990 * 401. 226. * <br />