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12 S/N: 33001551 HMVersion: 5.00 Data File: SCHOOLI.HC1 <br /> ...................................... ',.,...:..:..,...., ,..,...,........,,. <br /> FLOOD HYDROGRAPH PACKAGE (HEC-1) ' U.S. ARMY CORPS OF ENGINEERS ` <br /> FEBRUARY 1981 xTHE HYDROLOGIC EHGINEERING CENTER " <br /> REVISED 02 AUG 88 ' ' 609 SECOND STREET ` <br /> DAVIS. CAL'-FORNIA 95616 ' <br /> 'RUN DATE 05i16/1991 TIME 07:02:08 ' f ` <br /> Tu,u..................a..v,.u a u.... On.......a,,. In x I....x aA.,..,.,:. <br /> 1 x x xxxxxxx xxxxx x <br /> x x x X x xx <br /> ' z zz z x <br /> Xxxzzzx xzzz x xxzzx z <br /> x % x X x <br /> z x x x z x <br /> % x xx%Xxxx Y%xX% XXx <br /> .............................................. <br /> .............................................. <br /> FULL MICRO-COMPUTER IMPLEMENTATION <br /> H A E 5 T AD METHODS <br /> 37 Brookside Road ' Waterbury. Connecticut 06708 ' i2031 755-1666 <br /> i <br /> THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF NEC-1 KNOWN AS HEC iJAN 73), HECIGS. HECIDB. AND HECIKW. <br /> THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INFUT STRUCTURE. <br /> THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRANTI VERSION <br /> NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE . SINGLE EVENT DAMAGE CALCULATION. DSS:WRITE STAGE FREOUENCY. <br /> DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEY AND AMPT INFILTRATION <br /> ' KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM <br />