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999 <br />l aaakaiaiaaaka**aaaaaaiaa}a*iaaa*aaaaaaaaa <br />• aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa*a <br />a a <br />a a <br />a FLOOD HYDROGRAPH PACKAGE (HEC-1) + <br />* U.S. ARMY CORPS OF ENGINEERS <br />a JUN 1998 a <br />• HYDROLOGIC ENGINEERING CENTER <br />a VERSION 9.1 + <br />a 609 SECOND STREET + <br />a a <br />a DAMS, CALIFORNIA 95616 <br />a RUN DATE 18MAY00 TIME 13:40:13 a <br />a (916) 756-1109 <br />a a <br />a a <br />*aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa*aaaaaaa <br />aaaaaaa*aaaaaaaaaaaaaaa*aaaaaaaaaaaaaaa <br />• <br />X <br />xx <br />x <br />xxxxx x <br />x <br />x <br />xxx <br />,~~p~ncx A- <br />~-aa--~ <br />~ ~~~ ~ ~ux~~' <br />x x xxxxxxx xxxxx <br />X X X X X <br />x x x x <br />xxxxxxx xxxx x <br />x x x x <br />x x x x x <br />x x xxxxxxx xxxxx <br />THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 <br />(JAN 73), HECIGS, HECIDB, AND HECI KW. <br />THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM <br />THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. <br />THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS <br />DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION <br />NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE SINGLE EVENT DAMAGE <br />CALCULATION, DSS:WRITE STAGE FREQUENCY, <br />DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS <br />RATE:GREEN AND AMPT INFILTRATION <br />KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM <br />• 1 HEC-1 INPUT <br />PAGE 1 <br />