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<br />65_ <br />70. <br />75_ <br />:30. <br />::::5. <br /> <br />:?O2_ . 155. 4:::L * :;'45_ <br />1::;:5. :+: 160_ 39_ -+: ~=50 . <br />170. * 1(,5 _ 36. " 255. <br />1St'::,_ , 170_ 3:"":5_ , 260_ <br />143_ t- 175. :50_ -* 0_ <br />[D: CI:':Y~)T BASIN COMMENT , CRYSTAL CRCEK <br /> <br />q , ., <br />8 * <br />- . <br />(] :+: <br />0 , <br /> <br />BA:3IN <br /> <br />+::*** SlOHM 1'--10_ <br /> <br />'+::'1'::+:* <br /> <br />DATE OR RETURN PERIOD <br /> <br />100 ---YEAR <br /> <br /> [NCI:':EMEI'IT rOTAL ::;TORM . INCREMENT TOTAL STOHM . <br /> TIMF RAINFAL.L EXCES::; HYDROGiHAPH . TIME" r~AINFALL EXCES~; HYDfWGr~Af-'H :t. <br /> (Mm. ) (IN) PRECIP (CFS) .,. (MIN. ) (II\I) PRECIf-' (cre:,:) , <br /> . * <br /> , , <br /> o. _00 _000 0_ :+: 160. _00 .000 154. * <br /> 5.. _0:.) .nnn 0_ ,. .1.65. _00 .000 .1.4::~ . " <br /> 10. _n9 _007 1 :+: 1/0_ .00 .000 l:::m. . <br /> l.S_ 14 _020 3. * 175. .00 .oOD .1.19. , <br /> :-:~o . .".:4 .034 10. , 1.80_ .00 .uoo .1.09. , <br /> =;~5 . .4:? 1t=.:::~ 3:::. . 185. .00 .000 100. :l' <br /> :50_ .7::. .700 11:'- . 190_ .00 .000 9;:,~ . . <br /> :35. . 4;:~ .374 ~:~6') _ . 195. .00 .000 :,:4. . <br /> 40_ .;:"4 1')7 4:-:? . 200. .00 .000 77. . <br /> 45. _19 14.'5 547. :+: 205. .00 .000 71- . <br /> SO. 15 IHl 617. . ;'-:10. _00 .000 65_ :+: <br /> .")::. 1';' _080 64;:~ . * ~;~.1.5 . .00 .000 t':;'O_ . <br /> 60. .1") .0::11 639_ ,. ;;::-w. .00 .000 ~:)5 _ . <br /> .,- <br /> 65. .L? .0:31 ~:':3{] . , ;'225_ .00 .000 so. . <br /> /'0. .06 _021 (,19. * 2:,50. _00 .OOD 4E:,. :+: <br /> 75_ .06 .021 59(3. . 2:55_ .00 .000 42. . <br /> ::::0_ .04 .005 5f.':,7. * ;;~40_ .00 _000 39. . <br /> ::~5. .04 .005 52':f_ . ;:~4~:) . _00 _000 36. :+: <br /> 90. .04 .005 4:::~" . , ::~50_ .00 _000 ,).j . * <br /> 95. _04 .005 450. * 255. .00 .000 3D. . <br /> 100. .04 .005 415. * 260_ .00 . DOll 28. * <br /> 105. _04 .005 384_ * 265. _00 .000 25. . <br /> lID. .04 .005 :"'i54 _ * 270. .00 .000 ::~3 . * <br /> 115. .04 _005 :327. . 275. _00 .000 21- . <br /> 120. .04 .005 303. :+: 280. .00 _000 18. . <br /> 125. .00 .000 279_ . 285. .00 .000 12. :t: <br /> 130. .00 .000 258_ * 290. .00 .000 8. . <br /> 135. .00 .000 237. . 295. .00 .000 6. . <br /> 140. .00 .000 21:3. . 300. .00 .000 4. * <br /> 145. .00 .000 200. * 305. .00 .000 3. * <br /> 150_ .00 .000 183_ . 310. .00 _000 2. * <br /> 155. .00 _000 168. * 315. .00 .000 :-~ - ., <br /> TOTAL PRECIP_ .. 3.49 ( 1-.HOUR RAIN 0 :3.02) EXECESS PRECIF' . ;:'_D99 INCHES <br /> VOLUME OF EXCESS PRECIP 0 t::l4. ACRE--FEET <br /> PEAK Q .. f.:.4 ::,~ . CF:3 TIME OF PEAK 0 55. MIN. <br /> INFILT.= 3.50 IN/HR DECAY - _00180 FNINF ::: .55 IN/Hr, <br /> MAX.PERV.RET.::: _40 IN. MAX. IMP. RET . .:: _07 IN. <br />1 U.D.F.e.D. CUHPD RUNOFF ANALYSIS EXECUTED ON DATF AT TIME <br /> <br />CUHPE/PC VERSION MOllIFIED IN JANUARY 1985 TO WRITE OUTPUT FILE OF STORM I-IYDROGRAPHS FOR SUBSEQUENT <br />USE WITH MULTI~PLAN RIVER ROUTI"I!; ROUTINE:3 OF HEC"-1 <br /> <br />Cf~YSTAL.. CREEK: 10(J-".,YEAR STORM <br /> <br />