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1 <br />: * <br />FLOOD HYDROGRAPH PACKAGE (HEC-1) <br />MAY 1991 <br />* VERSION 4.0.1E * <br />* Lahey F77L-EM/32 version 5.01 * <br />* Dodson 6 Associates. Inc. <br />* RUN DATE 05/17/99 TIME 12:22:46 * <br />z z xxxxxzx xzxxx x <br />x z x x x xx <br />x xx z x <br />zzxxzzz xzzx x xzxxx z <br />x zx x z <br />x z x x z x <br />x x xxxxxxx xxxxx xxx <br />* <br />* U.S. ARMY CORPS OF ENGINEERS * <br />* HYDROLOGIC ENGINEERING CENTER <br />' 609 SECOND STREET * <br />" DAVIS. CALIFORNIA 95616 * <br />* (916) 551-1748 <br />* <br />THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73). HEC1G5. HEC10B, AND HECIKN. <br />THE DEFINITIONS OF VARIPBLES -RTI MP- 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 GATED 28 SEP 81. THIS IS THE FORTRANII VERSION <br />NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE SINGLE EVENT OANAGE CALCULATION. DSS:WRITE STAGE FREQUENCY. <br />DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION <br />K INENATIC WAVE: NEN FINITE DIFFERENCE ALGORITHM <br />HEC-1 INPUT <br />LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10 <br />1 ID HEC-1 RUNOFF CALCS FOR THE DIVERSION CHANNEL OF SAN LUIS PROJECT <br />2 1D SCS METHOD USED TO DETERMINE LAG TIMES <br />3 ID FILE: P: \100267\CHANNEL\SANLUIS2. IH1 <br />4 ID 100-YEAR. 24-HOUR STORM; SCS TYPE II DISTRIBUTION, AMC III <br /> *DIAGRAM <br />5 IT 1 0 0 2000 0 0 <br />6 IN 15 0 0 <br />7 IO 5 0 <br /> <br /> * Station B1 <br /> <br /> * <br />8 KK 1 <br />9 KO 0 0 0 0 21 <br />10 PB 2.4 <br />11 PC .0000 .0030 .0050 . 0080 . 0110 .0130 .0160 .0190 . 0220 .0250 <br />12 PC .0280 .0310 .0340 . 0310 . 0410 .0440 .0480 .0510 . 0550 .0580 <br />13 PC .0620 .0660 .0700 .0740 .0790 .0830 .0880 .0920 . 0970 .1020 <br />14 PC .1080 .1130 .1190 . 1250 . 1310 .1380 .1450 .1530 . 1610 .1700 <br />15 PC .1800 .1900 .2020 . 2160 . 2350 .2570 .2900 .4000 . 6600 .7100 <br />16 PC .1350 .7560 .7120 . 7880 . 8000 .8100 .8200 .8300 . 8390 .8470 <br />17 PC .8550 .8620 .8690 . 8750 . 8810 .8870 .8920 .8980 . 9030 .9080 <br />18 PC .9120 .9170 .9210 . 9260 . 9300 .9340 .9380 .9420 . 9450 .9490 <br />19 PC .9520 .9560 .9590 .9630 .9660 .9690 .972D .9750 . 9780 .9810 <br />20 PC .9840 .9870 .9890 .9920 .9950 .9970 1.000 <br /> <br />21 BA .1399 <br />PAGE 1 <br />