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<br />I <br /> <br />I <br /> <br />I <br /> <br /> Brush_NO 1 telO_25 route. OUT <br />7\ BA 0.103 <br />76 LS 0 91.0 <br />77 UD 0.19\0 <br />78 KK B8 <br />79 BA 0.134 <br />80 LS 0 83.0 <br />81 UD 0.2300 <br />82 <K B8A <br />83 BA 0.081 <br />84 LS 0 83.0 <br />8\ UD 0.2200 <br /> HEC-l INPUT PAGE J <br />LINE 10. . . . .. .1. . . . . . .2.. . . . . .3. .. . . . .4. . .. . .. \ . . . .. . .6. . . .. . .7.. . . . .. 8. . . . . . .9. . .. . .10 <br />86 KK B9 <br />87 BA 0.084 <br />88 LS 0 83.0 <br />89 UD 0.1783 <br />90 KK B10 <br />91 BA 0.031 <br />92 LS 0 74.0 <br />93 UD 0.1617 <br />94 KK B11 <br />9\ BA 0.26\ <br />96 LS 0 8\.0 <br />97 UD 0.3117 <br />98 KK B12 <br />99 BA 0.070 <br />100 LS 0 94.0 <br />101 UD 0.3217 <br />102 KK B13 <br />103 BA 0.060 <br />104 LS 0 83.0 <br />10\ UD 0.2283 <br />106 KK B14 <br />107 BA 0.172 <br />108 LS 0 8\.0 <br />109 UD 0.32\0 <br />110 KK B15 <br />111 BA 0.086 <br />112 LS 0 86.0 <br />113 UD 0.2883 <br />114 KK B16 <br />11\ BA 0.090 <br />116 LS 0 8\.0 <br />117 UD 0.2717 <br />118 KK B17 <br />119 BA 0.191 <br />120 LS 0 91.0 <br />121 UD 0.1\83 <br />122 zz <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />1*" ** ***** **" **** **** ** ***.""""""" ** .*. *** <br />. . <br />" FLOOD HYDROGRAPH PACKAGE (HEC-l) " <br />" JUN 1998 " <br />: VERSION 4.1 : <br />: RUN DATE 080ECOS TIME 11:40:38 : <br />**.*.." *** **" ****.* ** ** **"""" **""" ****"""" <br /> <br />"*** ***** "*"""" ****** ***" ***.." "'* **""...." <br />. . <br />. U.S. ARMY CORPS OF ENGINEERS " <br />" HYDROLOGIC ENGINEERING CENTER " <br />" 609 SECOND STREET " <br />" DAVIS. CALIFORNIA 95616 " <br />: (916) 756-1104 : <br />"** ** ***" ** *** ***"".."" **""" ** ***" **" **" <br /> <br />I <br /> <br />I <br /> <br />TECHNICAL HYDROLOGY STUDY <br />2-HOUR STORM <br />RATIO 1==10 YEAR STORM <br />RATIO 2=25 YEAR STORM <br /> <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br /> <br />I <br /> <br />% <br />% <br />% <br />% <br />% <br />% DATA FILE :: <br />" O.A.R.F. == 1.00 <br />% 11/10/0\ NOLTE ASSOC -EJL- <br />" INPUT FILE NAME: Brush_NoltelO_1S.DAT <br />% CITY OF BRUSH SDMP <br />" JOB NO. CVB018S <br /> <br />I <br /> <br />17 10 <br /> <br />OUTPUT CONTROL VARIABLES <br />IPRNT S <br />IPlOT 0 <br />QSCAL O. <br /> <br />PRINT CONTROL <br />PLOT CONTROL <br />HYOROGRAPH PLOT SCALE <br /> <br />IT <br /> <br />HYOROGRAPH TIME DATA <br />NMIN <br />IDATE <br />ITIME <br />NQ <br />NDDATE <br />NOTIME <br />ICENT <br /> <br />\ <br />1 0 <br />0000 <br />300 <br />o <br />00\\ <br />19 <br /> <br />MINUTES IN COMPUTATION INTERVAL <br />STARTING DATE <br />STARTING TIME <br />NUMBER OF HYOROGRAPH ORDINATES <br />ENDING DATE <br />ENDING TIME <br />CENTURY MARK <br /> <br />I <br /> <br />(OMPUTATION INTERVAL .08 HOURS <br />TOTAL TIME BASE 24.92 HOURS <br /> <br />I <br /> <br />ENGLISH UNITS <br />DRAINAGE AREA <br />PRECIPITATION DEPTH <br />LENGTH I ELEVATION <br />FLOW <br />STORAGE VOLUME <br />SURFACE AREA <br />TEMPERATURE <br /> <br />SQUARE MILES <br />INCHES <br />FEET <br />CUBIC FEET PER SECOND <br />ACRE-FEET <br />ACRES <br />DEGREES FAHRENHEIT <br /> <br />I <br /> <br />JP <br /> <br />MULTI-PLAN OPTION <br />NPLAN <br /> <br />1 NUMBER OF PLANS <br /> <br />JR <br /> <br />MULTI-RATIO OPTION <br />RATIOS OF PRECIPITATION <br />.83 1.00 <br /> <br />I <br /> <br />page 2 <br /> <br />I <br />