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HEC1 S/N: 1333000242 }:TNezs iOn: 6.40 -ata File: CCVTmp4b.hC} <br />•r........+.r.......•..........•.....• <br />• FLOOD HYDRCGRAPH PACKAGE (HEC-S) • U.S. ARMY <br />CORPS OF ENGINEERE • <br />+ SEPTEMBER 1990 • HYDROLOGIC <br />ENGIMEERZL'G CENTER <br />+ VERSION 4.0 • • 609 <br />SECOND STREET <br />` • DAMS, <br />CALIFORNIA 95616 <br />• RDN DATE 01/21/2002 TIME 10:55:11 <br />(916) ]56-1104 <br />•.»... •. •..... •. •.» «.... • •. • • u.. •.. <br />X X X%XXXX% XXXXx X <br />x x x x x xx <br />x X x x x <br />xxxxxxx xxxx x xxxxx x <br />x x x x x <br />x x x x. x x <br />x x xxxxxxx xxxxx xxx <br />................ .. ......................... <br />................ ................ ........... <br />.................. ......................... <br />........................................... <br />... Fv11 MiczocbmpYtex implementation ... <br />.., hY ... <br />... Haestad Methods, Inc. ... <br />3] Hrookside Road * Wat¢Sbury, Connecticut .06]08 ' (203) ]5E-1666 <br />THIS PROGRAM AEPLACEE ALL PREVIOUS VERSIONS OF H'eC-1 KNOWN A6 HEC1 (JAN ]3), HECSGS, HECIDH, AFp <br />NECIKW, <br />THE DEFINITIONS OP YARZAHLES -RTIMP- AND -ATIOR- NAVE CHANGE- FROM THOHE USED WITH THE <br />19]3-STYLE INPVF 9TAUCTORS. <br />THE DEFINITION OF -AMSKW- ON RM-CARD WAS CHAFGED WISH REVISIONS DATED 2B EEP 81. THIS IE THE <br />FORTRAN]] VERS TON <br />NEW OPTIONS: DAI~AEAIC OUTFLOW SVHMERGENCE EINGLE EVENT DAMAGE CALCULATION. DSS:WRITE STAGE <br />FREOU£NCY. <br />DES: READ TIME SERIES AT DESZRED CALCULATION INTERVAL LOSE RATE:GREEN AN- NAPT INFILTRATION <br />KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM <br />