Laserfiche WebLink
S/N: 33001551 HMVersion: 5.00 Data File: scnooi2.nc1 <br /> . ,,.........................ua.....0 <br /> FLOOD HYDROGRAPH PACKAGE (HEC-11 ' U.S. ARMY CORPS OF ENGINEERS ' <br /> FEBRUARY 1981 x THE HYDROLOGIC ENEINEERING CENTER <br /> REVISED 02 AUG 88 ' 609 SECONC STREET ' <br /> ' DAVIS, CALIFCRNIA 95616 ' <br /> 'JUN DATE 05/17/1991 TIME 07:67:69 <br /> .nauauau.u.uva.•..., '.u....+ ..,..,.u.........uu............u..a <br /> ' X YXXXXXX 'IXXXX X <br /> X N X X X XX <br /> X X X X X <br /> %XX%XSX XXXX X %X%XX Y. <br /> X X A X X <br /> X X X X X X <br /> ' X X XXXXXXX XXXXX XXX <br /> 1 <br /> .............................................. <br /> ......................... ..................... <br /> .............................................. <br /> ... FULL MICRO-COMPUTER IMPLEMENTATION ... <br /> 4 AES7A ) METHODS <br /> ' 37 Brooksioe Ro3c .-.. %-y. :c708 •273i 755-1666 <br /> ' HIS =P:3RAI REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 LiAN 73). HECIGS. HECIDB. AND HECIKW. <br /> THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPU1 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 /> OSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION <br /> KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM <br /> 1 <br />