3003 W CASINO RD BLDG 40-YD 2019-11-27

:$1***************************************** *************************fl*********** * * * * * FLOOD HYDROGRAPH PACKAGE (EEC-1) * * U.S. ARMY **`e OF ENGINEERS * * FEBRUARY 1981 * * THE ; ttt*LOGIC INEERING CENTER * REVISED 01 JIM 88 * * 609 S8 ET * * * DAVIS, CALI`t'+, 95616 * * RUN DATE 01/15/1992 TINE 20:07:21 * * (916) 551-1748 * * * ***************************************** *************************************** I I XIIXXXXX XXXIX I I I I I I XX I X X I X XXXXIXX IXII x xxxxx I I X X X I I X X I I X I x xxxxxxx IXXXX XXX THIS PROGRAM REPLACES ALL P OUS IONS OF .E -1 KNOWN AS HEC1 (JAN 73), HEC1GS, BEC1DB, AND HEC1EW. THE DEFINITIONS OF VARIABLES -RTINP- AND -RTIOR- HAVE CHANGED FRO![ mosE USED WITH TEE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMU- ON RN-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FRJt`E `CY, DSS:READ TINE SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND ANDY INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM 1 HEC-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 1 ID BOEING EVERETT SITE - JAPANESE GULCH BASIN 1/14/92 2 ID HYDROLOGIC CALCULATIONS FOR WATER QUALITY SWALE DESIGN 3 ID 2-YEAR, 24-HOUR EVENT *DIAGRAM 4 IT 5 14JAN92 0 300 5 IN 10 14JAN92 6 10 4 0 7 KK AVIII 8 KN FFA: IN A-VIII TO CATCH BASIN 7 9 BA .0022 10 PB 1.55 11 PC .004 .t+. .012 .016 .020 .024 .028 .032 .036 .040 12 PC .045 .050 .055 .060 .065 .070 .076 .082 .088 .094 13 PC .100 .106. .113 .120 .127 .134 .141 .148 .156 .164 14 PC .173 .181 .189 .197 .207 .216 .226 .235 .245 .254 15 PC .268 .281 .294 .312 .330 .364 .418 .445 .463 .477 16 PC .490 .504 .512 .521 .530 .539 .548 .556 .565 .574 17 PC .583 .592 .600 .609 .616 .624 .631 .638 .645 .652 18 PC .660 .667 .674 .681 .688 .696 .701 .707 .713 .718 19 PC .724 .730 .736 .741 ,747 .753 .758 .764 .769 .774 20 PC .779 .784 .789 794 .799 .804 .809 .814 .819 .824