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<br />(";;. <br />~-::: <br /> <br />(, <br /> <br />( <br /> <br />( <br /> <br />( <br /> <br />( <br />( <br /> <br /><: <br /> <br />Cr. <br /> <br />i " <br /> <br />(\ <br /> <br /><: <br /> <br />(, <br /> <br />( <br /> <br />l..****..*********.~r*~***~'~**.***. <br /> <br />- FLOOD FLOW FREGUENCY ANALYSIS. <br />. VERSION DATE F~3 g, 1982 - <br />- AFTER BULLETIN 1 JB, SEPT 1981 . <br /> <br />******************ft*****.-******** <br /> <br />O-.TITLE CARO(Sl-. ''''' <br />TT STATION~Y- COLD RIVE::! - STATE LINE <br />TT PERIOD OF RECORD IS 1951-84 <br />TT PEAKS FOR 1934-50 ESTIMATED <br />TT NEW ESTIMATES WITH PLATEAU CR ADDEO <br />TT BY ADDING CAMEO TO ONE-DAY CONC., GUNNISON <br />O-*JOB CARO(Sl-* <br />IPPC ISKFX IPROUT <br />.11 2 1 52 <br />O**STATION IDENTIFICATION-* <br />10 1635 COLD RIVER NR STATELINE, 1934-84 <br /> <br />, -- <br /> <br />IFMT <br />o <br /> <br />Il~YR <br />o <br /> <br />IUNIT <br />J <br /> <br />- <br /> <br />W,<:c. rF/J::03,S' <br /> <br />1'a:J "- -'- <br />/'13,/-8'1 <br /> <br />RIVER <br /> <br />ISMRY <br />o <br /> <br />IPNCH <br />o <br /> <br />IREG <br />o <br /> <br />- <br /> <br />76300_ <br />72100. <br />68400. <br />64100. <br />59200. <br />51200 . <br />43800. <br />30300. <br />19000. <br />14300. <br />11100. <br />6490. <br /> <br />-SKEW WEIGHTING - <br /> <br />PRELIMINARY RESULTS <br />-FREQUENCY CURVE- 1635 <br /> <br />. <br /> <br />0.002 <br />0.005 <br />0.010 <br />0.020 <br />0.040 <br />0.100 <br />0.200 <br />0.500 <br />0.800 <br />0.900 <br />0.950 <br />0.990 <br /> <br />. <br /> <br />96400. <br />90200. <br />84900. <br />78700. <br />71800 . <br />60900. <br />51000. <br />34210 O. <br />21600. <br />16600.- <br />13200. <br />82'00. <br /> <br />.*SYSTEMATIC EVENTS*. <br />51 EVENTS TO BE ANALYZED <br />O.*END OF INPUT DATA.. <br />EO. ++++++++ ++++++~)o++++ +-t.+++++ ++ + + ++++ ...+ +.t;t+++ + + + ++ ++ + +... +++ ++ ++++ <br />++++ ++ +.,.++++ .+++++~)o+++++...+ ++ ++++ + + ++ ++ -to. ++++++ +.++ + +++++ ++ +++++++ <br /> <br />. <br />. <br />. <br />. <br />. <br /> <br />. <br />.. <br /> <br />. <br />. <br />. <br />. <br /> <br />------------ ------....------.----- ---- -.- -- ....- ------ -.- -- -- ----- --- ---- <br /> <br />. <br /> <br />. <br /> <br />* <br /> <br />. <br />. <br /> <br />* <br />. <br /> <br />. <br />. <br />* <br /> <br />. <br /> <br />7 B50 0 . <br />73~,00 . <br />69',00. <br />65;\00. <br />60000. <br />SHOO. <br />44000. <br />30:\00. <br />18ll00. <br />14000. <br />10-roO. <br />5~~50. <br /> <br />BASED ON 51 EVENTS. MEAN-SQUARE ERROR OF STATION SKEW :-99.000 <br />DEFAULT OR INPUT MEAN-SQUARE ERROR OF GENERALIZED SKEW: 0.302 <br /> <br />_________________ _a_ _____.________ _ _.___.... _ ______ _.___ _____ n__ __ _ ____ <br /> <br />COLO RIVER NR STATELINE. 1934-84 <br /> <br />******************~~*****i~*************************************** <br />*........FLOW,CFS.~,.....~I* *...CONFIDENCE LIMITS...* <br />* EXPECTED * EXCEEDANCE . * <br />· COMPUTED PROBABILITY. PROBABILITY. 0.05 LIMIT 0.95 LI~IT . <br /> <br />*---------__ ______..a______. *---------.___.... *...._____ _._____ _____ __ ____ * <br /> <br />. <br /> <br />. <br />. <br />. <br /> <br />. <br />. <br /> <br />. <br /> <br />* <br /> <br />. <br /> <br />. <br />. <br /> <br />* <br /> <br />FREQUENCY CURVE STATISTICS <br /> <br />* <br /> <br />63900. . <br />60700. . <br />57900. .. <br />54700. .. <br />50800. . <br />4<\600. . <br />38500. . <br />26900. * <br />16400. * <br />11900. .. <br />8860. · <br />4720. . <br /> <br />*+++++++++++++++++.+++++~.++++++++++++++++++++++++++++++++++++++* <br /> <br />STATISTICS BASED ON <br /> <br />. <br /> <br /> *-----------------....------.---- ---- .-.---....------- _._-- ----- -------- * <br /> * MEAN LOGARITHM 4. ~517 . HISTORIC E V:::NT S 0 . <br />, ' (~ . STANDARD DEVIATION 0.2213 . HIIGH OUTLl ERS 0 . <br /> . COMPUTED SKE\I .-0.7826 * LO!. OUTLIERS 0 . <br /> . GENERALIZED SKEII -~19.0COO * ZEHO OR MISSING a . <br />\ , . ADOPTED SKEW .'0.8000 * SYSTEMATIC EVE NT S 51 . <br /> ******************ft*****~r****.**.**********************...****** <br />