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<br />I <br /> <br />I <br /> <br />Brush_Nol tl!10_25 .OUT <br /> <br />74 <br />75 <br /> <br />76 <br />77 <br />78 <br />79 <br /> <br />80 <br />81 <br />82 <br />83 <br /> <br />LS 0 85.0 <br />uo 0.3117 <br />KK B12 <br />BA 0.070 <br />LS 0 94.0 <br />uo 0.3217 <br />KK B13 <br />BA 0.060 <br />LS 0 83.0 <br />uo 0.2283 <br /> <br />I <br /> <br />I <br /> <br />HEc-l INPUT <br /> <br />ID. . . . . . .1. . . . . . .2. . . . . .. 3. .. . . . .4. .. . .. .5. . . . .. .6. . .. . . .7, .. . . .. 8. . . . .. .9. . . . . .10 <br /> <br />PAGE 3 <br /> <br />LINE <br /> <br />I <br /> <br />84 <br />85 <br />86 <br />87 <br /> <br />88 <br />89 <br />90 <br />91 <br /> <br />92 <br />93 <br />94 <br />95 <br /> <br />96 <br />97 <br />98 <br />99 <br />100 <br /> <br />KK B14 <br />BA 0.172 <br />LS 0 85.0 <br />uo 0.n50 <br />KK B15 <br />BA 0.086 <br />LS 0 86.0 <br />UO 0.2883 <br />KK B16 <br />BA 0.090 <br />LS 0 85.0 <br />UO 0.2717 <br />KK B17 <br />BA 0.191 <br />LS 0 91.0 <br />uo 0.1583 <br />zz <br /> <br />I <br /> <br />I <br /> <br />1:* **... **......... *... **...... *." *... **. *.......... ** *. * *.. * *.: <br /> <br />FLOOD HVDROGRAPH PACKAGE (HEC-l) ... <br />JUN 1998 ... <br />VERSION 4.1 : <br />... RUN DATE 17NDV05 TIME 09: 31: 21 : <br />*... **... ** ** *.... **" *** ** '" **...,.... ** **... *... *..................... <br /> <br />I <br /> <br />I <br /> <br />% <br />% <br />% <br />% <br />% <br />% DATA FILE c <br />% D.A.R.F. "" 1.00 <br />% 11/10/05 NOLTE ASSOC -EJL- <br />% INPUT FILE NAME: Brush_NoltelO_2S.DAT <br />% CITY OF BRUSH saMP <br />% JOB NO. Dvs0185 <br /> <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br /> <br />TECHNICAL HYDROLOGY STUDY <br />2-HDUR STORM <br />RATIO 1=10 YEAR STORM <br />RATIO 2..25 YEAR STORM <br /> <br />I <br /> <br />17 10 <br /> <br />OUTPUT CONTROL VARIABLES <br />IPRNT 5 <br />I PLOT 0 <br />QSCAl o. <br /> <br />PRINT CONTROL <br />PLOT CONTROL <br />HYDROGRAPH PLOT SCALE <br /> <br />I <br /> <br />IT <br /> <br />HYDROGRAPH TIME DATA <br />NMIN <br />IDA TE <br />ITIME <br />NQ <br />NDGATE <br />NDTIME <br />ICENT <br /> <br />5 <br />1 0 <br />0000 <br />300 <br />2 0 <br />0055 <br />19 <br /> <br />MINUTES IN COMPUTATION INTERVAL <br />STARTING DATE <br />STARTING TIME <br />NUMBER OF HYDROGRAPH ORDINATES <br />ENDING DATE <br />ENDING TIME <br />CENTURY MARK <br /> <br />I <br /> <br />COMPUTATION INTERVAL <br />TOTAL TIME BASE <br /> <br />.08 HOURS <br />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 />* *........*............ *............ * ** <br />. . <br />. U. S. ARMY CORPS OF ENGINEERS . <br />* HYDROLOGIC ENGINEERING CENTER . <br />* 609 SECOND STREET * <br />* DAVIS I CALIFORNIA 95616 * <br />: (916) 756-1104 : <br />* * * ** * * * ** * * ** ** ** * ** * ** * * * * ** ***** * * * * <br /> <br />I <br /> <br />PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS <br />FLOWS IN CUBIC FEET PER SECOND I AREA IN SQUARE MILES <br />TIME TO PEAK IN HOURS <br /> <br />I <br /> <br /> RATIOS APPLIED TO PRECIPITATION <br /> OPERATION STATION AREA PLAN RATIO 1 RATIO 2 <br /> .83 1.00 <br /> HYDROGRAPH AT <br />+ 81 .14 FLOW 57. 87. <br /> TIME .83 .83 <br /> HYOROGRAPH AT <br />+ B2 .12 FLOW 58. 87. <br /> TIME .75 .75 <br /> HYDROGRAPH AT <br />+ B3 .41 FLOW 177. 247. <br /> TIME 1.25 1.17 <br /> HYDROGRAPH AT <br />+ B4A .13 FLOW 82. 116. <br /> TIME .83 .83 <br />HYOROGRAPH AT <br />+ B4. .21 FLOW 116. 164. <br /> Page 2 <br /> <br />I <br /> <br />I <br /> <br />I <br />