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<br />2:~5_ _00 .000 530. .. 505_ <br />240_ _00 .000 4'.;17. .. SID. <br />;:~45. .00 _000 466_ .. 515_ <br />250. .00 _000 4;:,:3. . 520_ <br />255_ _00 _000 411- .. 525_ <br />260_ _00 .000 385_ .+: 530_ <br />265. .00 _000 362_ :-\< ~J::);j _ <br /> <br />.00 _000 10_ .. <br />.00 _000 7_ :t: <br />_00 _000 5_ .. <br />.no _000 4. .' <br />_00 _000 ":'l_ .. <br />_00 .000 ;";!- . <br />_00 .000 "'j .. <br /> <br />TOTAL F'REGIF'_ ~ ~5_49 (I-HOUf~ RAIN:.: ~5_0;:~) EXECF.:~SS F'RECIF'_ 2_099 INCHES <br />VOLUME OF EXCE::;~, PRECIP:c ,5S5. ACHE-FEET <br />PEAI< Gl ::.: 3:357. CFS rIME OF Pr:::AJ<:: 75. MIN. <br />INFILT.: ::;'50 IN/I'if~ DECAY:: .001::::[) FNINF'::. .!5511\I/HR <br />MAX _ F'ERV _ RET .:: _ 40 IN. MAX _ IMP _ nE.l _:.: .07 IN_ <br />.1 U _ D _ F. C.. D. CLJHf.'D RUNOFF' ANALYSIS EXECUTED ON DA Tf: A'] TIME <br /> <br />CUHPE/PG VERSIOI'-l MODIFIED I.N ,JANUARY 1985 TO WRITE OUTPUT FILE" Of.~ STORM 1-1YDrWGI-~AF'I'.J:3 FOR SUBSEUUFNT <br />USE WITH MULTI-"PLA"I RIV[::R ROUTING ROUTINES OF HFe-'I <br /> <br />TY WOMAI'-I CREEl<: 100 -YEAR ~:;TORM <br /> <br />"10 HYDROGRAPH VALUES WEr~E WRITTEN TO AN OUTPUTFII...E FOR TH1:;;; RUN OF CUHF'D_ <br /> <br />