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ij sim. 33001551 HMVersion: 5.09 Data File: SCHOOL3.4C1 <br /> .�.....s,.u,..t.aau u,n.ataat.u., vx.a u.,.v.u,u.uzuuuuuuuat <br /> FLOOD HYOROGRAPH PACKAGE IHEC-li U.S. ARMY CORPS OF ENGINEERS <br /> FEBRUARY 1961 THE HYDROLOGIC ENGINEERING CENTER ' <br /> REVISED 02 AUG 88 ' 609 SECOND STREET ' <br /> " DAVIS. CALIFORNIA 95616 ' <br /> ' UN DATE 05/28/1991 TIME 09:31:13 ' <br /> ,,a....................... <br /> r % X XXXXXXX XXXXX X <br /> z X z X X %X <br /> X X X X X <br /> XX%XXXX XX%X X XXXXX X <br /> X X X X X <br /> z z z z a z <br /> z z zzzzzzz XZXXX zzz <br /> .............................................. <br /> .............................................. <br /> FULL MICRO-COMPUTER IMPLEMENTATION <br /> HAESTA0 " ETh00S <br /> 37 Brookside Road ' Waterbury. Connec.icut 06708 ' :203'i 755-1666 <br /> ' THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECI 13AN 731. HECIGS. HECIDB, AND HECiKW. <br /> THE DEFINITIONS OF VARIABLES -RTIMP- 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 DATED 28 SEP 81, THIS IS THE FORTRAN77 VERSION <br /> NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE . 'SINGLE EVENT DAMAGE CALCULATION. DSS:WRITE STAGE FREQUENCY. <br /> DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION <br /> KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM <br /> I <br />