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

* * * * * FLOOD OYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF '0: INE:' * FEBRUARY 1981 * THE HYDROLOGIC ENGINEERING CENTER * * REVISED 01 JUN * * 609 SECOND STREET * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 01/15/1992 TINE 20:05:29 * (916) 551-1748 * * * * • X x XXXXXXX XXXXX X I I I X IX X XX 111XXXX XXIX X XXIII X 1 II X X I XX X I X X X 1111111 XXXIX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF EEC-1 KNOWN AS HEC1 (JAN 73), HEMS, HECIDB, AND HECIKW. THE DEFINITIONS OF VARIABLES -RUMP- AND -MOM- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- 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 FREQUENCY, 1)55:READ TIME S:'IES AT DESIRED CALCULATION INTERVAL LOSS RkTE:GREEN AND ANPT 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 10-YEAR, 24-HOUR EVENT *DIAGRAM 4 Fr 5 14JAN92 0 300 5 IN 10 14JAN92 6 IO 4 0 7 IK AVIII 8 KM RUNOFF FROM SUBBASIN A-VIII TO CATCH BASIN 7 9 BA .0022 10 FS 2.2 11 PC .004 .008 .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