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. . . ,. . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. I. . . . . i. . . . o HIGH OUTLIER(S) IDENTIFIED ABOVE TEST VALUE OF 3539. -SKEW WEIGHTING - BASED ON 46 EVENTS, MEAN-SQUARE ERROR OF STATION SKEW = .137 DEFAULT OR INPUT MEAN-SQUARE ERROR OF GENERALIZED SKEW = .302 FINAL RESULTS -FREQUENCY CURVE- 09363000 Florida River Near Durango, Co. EffffffffffffffffffffffffNfffffffffffffNfftfttttftttttffffffttt>> . COMPUTED EXPECTED J PERCENT CONFIDENCE LIMITS . . CURVE PROBABILITY J CHANCE J . 05 .95' . FLOW IN CFS J EXCEEDANCE J FLOW IN CFS . ..............-..................-.. .-...... .......... .-..-......- .-....-.... .................. ......... ~ 1 . 4230. 4690. J .2 J 5850. 3340.' . 3580. 3870. J .5 J 4810. 2890.' . 3130. 3330. J 1.0 J 4100. 2570.' . 2710. 2840. J 2.0 J 3460. 2270.' . 2200. 2260. J 5.0 J 2690. 1880.' . 1830. 1860. J 10.0 J 2180. 1590.' . 1470. 1480. 20.0 J 1700. 1300.' . 989. 989. J 50.0 1110. 882.' . 679. 674. J 80.0 J 766. 587.' . 562. 555. 90.0 J 644. 474.' . 484. 473. J 95.0 562. 398.' . 368. 353. J 99.0 J 441. 289.' tiffffffitfffffffttfiffff!tttfffffffttt1tfffffffttttffffttfifff' . SYSTEMATIC STATISTICS . ~-- .---------------------------- .^-----.. .,. .----- . .----- .-- '1 . LOG TRANSFORM: FLOW, CFS J NUMBER OF EVENTS . ~-------------------------------. -------.--- .-----. .. .---- 1 . MEAN 3.0017 J HISTORIC EVENTS 0 . . STANDARD DEV .2000 J HIGH OUTLIERS 0 . . COMPUTED SKEW .3593 LOW OUTLIERS 0 . . REGIONAL SKEW -.1000 J ZERO OR MISSING 0 . . ADOPTED SKEW .2000 J SYSTEMATIC EVENTS 46' Efffffffftfffffffffftfffffffffftf!fffffiifffffffffffifffffffifi% +++++++++++++++++++++++++ + END OF RUN + + NORMAL STOP IN FFA + +++++++++++++++++++++++++