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1****************************************************** * WATER SURFACE PROFILES * * VERSION OF SEPTEMBER 1988 * , ERROR: 01,02,03 * * UPDATED: SEPTEMBER 1989 * * RUN DATE 09/24/90 TIME 13:08:33 * ****"**********'*'*'***********'****'**'**"**'*'**** ****'*******'***********"'*'*"*"*"* * U.S. ARMY CORPS OF ENGINEERS , * THE HYDROLOGIC ENGINEERING CENTER , * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616-4687 * , (916) 756-1104 * '**"'***'***'***'**'****"*""******* END OF BANNER 1 x X XXXXXXX xxxxx XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 09/24/90 13:08:33 PAGE 1 ********************************'***'*********'*** HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1989 THIS RUN EXECUTED 09/24/90 13:08:33 ERROR CORR - 01,02,03 MODIFICATION - *****************'******************************** T1 SULPHUR CREEK F.I.S., CWCB, SPRING OF 1990 T2 100-YEAR FREQUENCY FLOOD, BRIAN'S REPRESENTATION OF IMPROVEMENTS BUILT T3 SULPHUR CREEK SULPHUR CREEK AT MEEKER, CO, (RIO BLANCO CO. ) J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 2 .005 6225 J2 NPR8F TPl.OT PRFVS XSECV XSECH FN ALL DC I8W CHNIM ITRACE '1 0 0 0 0 0.000 -1.000 0 " " OT NC 1850 0.045 0.045 0.-B8B- 0.100 CONFLUENCE WI rH WHITE RIVER .1 DOWNSTREAM END OF EXPf-\NSION STRUCTURE .2 MIDDLE OF EXPANSION STRUCTURE .3 UPSTREAM END OF EXPANSION STRUCTURE 1000 25 1375 1455 6::'32.0 0 6230.0 80 6224.0 1375 6220.5 1386 ,<,::'7<1 () 1440 f,7:'S.n J4'1", 0.300 xl GR GFl co 0 0 0 0.000 0.000 0 6228 0 390 6226.0 795 6224.0 915 6219 ,0 1.399 6220.1 1415 6222. 4 1425 f,774 " 149.S <":,274 0 1610 {,?77 0 17,(\0 $14> "1', ~'-,.;. ~J. ;