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<br />31............................................ <br /> <br />. HEC-2 WATER SURFACE PROFILES <br /> <br />* <br /> <br />* <br /> <br />* <br /> <br />* Version <br /> <br />4.6.0; February 1991 <br /> <br />. RUN DATE <br /> <br />16MAR98 <br /> <br />14:04:59 <br /> <br />TIME <br /> <br />.*.**.*.*....**.......**.................... <br /> <br />....................................... <br /> <br />* U.S. ARMY CORPS OF ENGINEERS * <br />* HYDROLOGIC ENGINEERING CENTER * <br /> 609 SECOND STREET, SUITE D * <br />* DAVIS, CALIFORNIA 95616-4681 * <br /> (916) 156-1104 * <br /> <br />....................................... <br /> <br />x X XXXXXXX XXXXX xxxxx <br />X X X X X X X <br />X X X X X <br />XXXXXXX XXXX X XXXXX XXXXX <br />X X X X X <br />X X X X X X <br />X X XXXXXXX XXXXX XXXXXXX <br /> <br />1 <br /> <br />16MAR98 <br /> <br />14:04:59 <br /> <br />..................................... <br /> <br />HEC-2 WATER SURFACE PROFILES <br />Version 4.6.0; February 1991 <br /> <br />..................................... <br /> <br />Tl TYRA TRAcr D HEC-2 FOR SAWMILL GULCH UPSTREAM OF 4 O'CLOCK ROAD <br />T2 EXISTING CONDITIONS W/SPLIT FILE 55EX.DAT <br />T3 SAWMILL GULCH WSEL BASED ON FEC SECTION 52 PMB 2/2/98 <br />Jl ICHECK INQ NINV IDIR STRT METRIC HVINS <br /> 0 2 0 0 0 0 0 <br />J2 NPROF I PLOT PRFVS XSECV XSECH FN ALLDC <br /> 1 0 -1 0 0 0 -1 <br />J3 VARIABLE CODES FOR SUMMl\RY PRINTOUT <br /> <br />150 <br /> <br />200 <br /> <br />QT <br />NC <br /> <br />2 <br />0.04 <br /> <br />130 <br />0.03 <br /> <br />130 <br />0.04 <br /> <br />PAGE <br /> <br />1 <br /> <br />THIS RUN EXECUTED 16MAR98 <br /> <br />14:04:59 <br /> <br />Q WSEL FQ <br />0 9707.73 0 ~ ~ <br />\J " <br /> \.) l-, <br />IBW CHNIM ITRACE I, ;\ <br /> ~ " <br /> " <br />0 0 ." , <br /> "- ~ <br /> \ ) <br /> ;-.- <br /> , <br /> '.::, <br /> " <br />