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

2$1***************************************** ************************************** * FLOOD HYDROGRAPH PACKAGE (:i; -1) * * U.S. ARMY CORPS OF ENGINEERS * * FEBRUARY 1981 * * THE HYDROLOGIC ENGINEERING CENTER *. * REVISED 01 JUN 88 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 01/15/1992 TIME 20:08:40 * * (916) 551-1748 * * * * * ***************************************** *************************************** X X XXXXXXX XXXXX X X I X X X XX X X X X X XXXXXXX XXXX X XXXXX X X X X X X X X X X X X X X XXXXXXX XXXXX XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HECIKW. THE DEFINITIONS OF VARIABLES -RTINP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH TSE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DANBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND API 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 25-YEAR, 24-HOUR EVENT *DIAGRAM 4 IT 5 14JAN92 0 300 5 IN 10 14JAN92 6 10 4 0 7 KK AVIII 8 KM RUNOFF FROM SUBBASIN A-VIII TO CATCH BASIN 7 9 BA .0022 10 PB 2.6 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