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�2 SIN: 33001551 HMVersion: 5.00 Data File: SCHOOLd.HCI <br /> =11„t.,:Ill..............I..........t <br /> t l <br /> FLOOD HYDROGRAP4 PACKAGE tHEC-11 U.S. ARMY CORPS OF ENGINEERS ' <br /> FEBRUARY 1981 x = THE HYDROLOGIC ENGINEERING CENTER <br /> REVISED 02 AUG 88 1609 SECOND STREET ' <br /> t I DAVIS. CALIFORNIA 95616 ' <br /> RUN DATE 05/29/1991 TIME 06:09:06 ' : <br /> 1 , <br /> l ltltt.tff i111ttt.11tllll,=.l.l,I...x till ,lRltt...............x.....[l......... <br /> ' X X Xxxxxxx xXxxx X <br /> x x x x x XX <br /> X x X x x <br /> zxxzxxx xzzx x xxxxx z <br /> X x X x <br /> ' x z z z X x <br /> z x zzzxzzz zxxzz zxx <br /> 1 <br /> .............................................. <br /> .............................................. <br /> ... FULL MICRO-COMPUTER IMPLEMENTATION ... <br /> .............................................. <br /> .............................................. <br /> H A E S T AD METHODS <br /> 37 Brookside Road ' Waterourv. Connecticut 06708 ' i2031 755-1666 <br /> 1 <br /> ' THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 I3AN 731, HECIGS. HECIDB. AAO HECINW. <br /> THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. <br /> ' THE OEFiNIT ION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 91. iHIS IS THE FORTRAN77 VERSION <br /> NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE . SINGLE EVENT DAMAGE CALCULATION. OSS:WRITE STAGE FREOUENC". <br /> DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT :.FILTRATION <br /> ' KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM <br />