Laserfiche WebLink
<br />~ <br /> <br />I <br /> <br />I <br /> <br />Brush_NO 1 telO_2 s. our _._.... kkkk... "** klr*_ **_ kkkk"" *_."'_. ".,. <br /> <br />1** **_._ *** __*k_"" *k itkk. * **_ * ** * ** * **kk **_ <br />. . <br />* FLOOD HVDROGRAPH PACKAGE (HEc-1) <br />* JUN 1998 <br />VERSION 4.1 <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 />. <br />: RUN DATE 17NOV05 TIME 09: 31: 21 * <br /> <br />,. ** ____._ _._._,. ** *. _.__... ** **** .kkkkk_kkit <br /> <br />I <br /> <br />x xxxxxxx xxxxx x <br />x x x x xx <br />x x x x x <br />xxxxxxx xxxx x xxxxx x <br />x x x x x <br />x x x x x x <br />x x xxxxxxx XX)()()( xxx <br /> <br />I <br /> <br />THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-l KNOWN AS HEel (JAN 73) I HECIGS. HEelDD, AND HEClKW. <br /> <br />THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. <br />THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN?? VERSION <br />NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE. SINGLE EVENT DAMAGE CALCULATION, OSS:WRITE STAGE FREQUENCY, <br />DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION <br />KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM <br /> <br />I <br /> <br /> HEC-l INPUT PAGE 1 <br />LINE ID. . . . . . . 1. . . . . . .2. . . . . . .3. . . . . . .4. . . . . . .5. . . . . . .6. . . . . . .7. . . . . . .8. . . . . . .9. . . . . .ID <br /> *OIAGRAM <br />1 10 <br />2 10 <br />3 10 % TECHNICAL HYDROLOGY STUDY % <br />4 ID % 2-HOUR STORM % <br />5 ID % RATIO 1=10 YEAR STORM % <br />6 ID % RATIO 2..25 YEAR STORM % <br />7 ID % % <br />8 ID % DATA FILE '" % <br />9 ID % O.A.R. F. = 1.DO % <br />10 10 % 11/10/05 NOLTE ASSOC -EJL- % <br />11 10 % INPUT FILE NAME: Brush-Hol telO_25. OAT % <br />12 10 % CITY OF BRUSH SDMP % <br />13 ID % JOB NO. DVB0185 % <br />14 ID <br />15 10 <br />16 IT 5 0 0 300 <br />17 ID 5 0 0 <br />18 IN 5 0 0 <br />19 JR PREC 0.8291 1.00 <br />20 KK Bl <br />21 BA 0.143 <br />22 PB 2.34 <br />23 PC 0.000 0.009 0.035 0.075 0.145 0.266 0.483 0.604 0.674 0.728 <br />24 PC 0.771 0.806 0.841 0.876 0.893 0.910 0.920 0.930 0.940 0.950 <br />25 PC 0.960 0.970 0.980 0.990 1.000 <br />26 LS 0 81.0 <br />27 UD 0.2438 <br />28 KK B2 <br />29 BA 0.115 <br />30 LS 0 83.0 <br />n UD 0.20n <br />32 KK B3 <br />13 BA 0.412 <br />34 LS 0 86.0 <br />35 UD 0.5389 <br />36 KK B4A <br />37 BA 0.132 <br />38 LS 0 86.0 <br />39 UD 0.2383 <br />40 KK B4B <br />41 BA 0.208 <br />42 LS 0 86.0 <br />43 UD 0.3067 <br /> HEC-1 INPUT PAGE 2 <br />LINE 10. . . . . . .1. . . . . . .2. . . . . . .3. . . . . . .4. . . . . . .5. . . . . . .6. . . . . . .7. . . . . . .8. . . . . . .9. . . . . .10 <br />44 KK B4 <br />45 BA 0.342 <br />46 LS 0 86.0 <br />47 UD 0.3500 <br />48 KK B5 <br />49 BA o.on <br />50 LS 0 83.0 <br />51 UD 0.1693 <br />52 KK B6 <br />53 BA o. n6 <br />54 LS 0 91.0 <br />55 UD 0.2500 <br />56 KK B7 <br />57 BA 0.103 <br />58 LS 0 91.0 <br />59 UO 0.1950 <br />60 KK B8 <br />61 BA 0.205 <br />62 LS 0 83.0 <br />63 UD 0.2283 <br />64 KK B9 <br />65 BA 0.084 <br />66 LS 0 83.0 <br />67 uo 0.1783 <br />68 KK BI0 <br />69 BA o.on <br />70 LS 0 74.0 <br />71 UD 0.1617 <br />72 KK B11 <br />73 BA 0.265 <br /> Page 1 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />HEC--I PJ2/vJ~L.J73 <br /> <br />10- '112.. 2t- 2.5 ~ L/f!-. <br /> <br />l3ASIJ HY pf!..of_O/;,L( <br /> <br />])0.VELOP(;P <br />COrJvrTI0 tJS <br />