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<br />1...**.*******************************_ <br />* HEC TER SURFACE PROFILES * <br />. . <br /> <br />e <br /> <br />*********.***************************** <br /> <br />. <br />. <br /> <br />. <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 95616-4687 <br />(916) 756-1104 <br /> <br />e <br /> <br />* Version <br />. <br /> <br />4.6.2; May 1991 <br /> <br />. <br />. <br />. <br />. <br />. <br /> <br />* RUN DATE OlMAY98 TIME 16:27:42 * <br />*.****************************************** <br /> <br />************************************.** <br /> <br />x X <br />X X <br />X X <br />xxxxxxx <br />X X <br />X X <br />X X <br /> <br />xxxxxxx <br />X <br />X <br />XXXX <br />X <br />X <br />XXXXXXX <br /> <br />XXXXX <br />X X <br />X <br />X <br />X <br />X X <br />XXXXX <br /> <br />xxxxx <br /> <br />XXXXX <br />X X <br />X <br />XXXXX <br />X <br />X <br />xxxxxxx <br /> <br />1 <br /> <br />OlMAY98 <br /> <br />16:27:42 <br /> <br />PAGE <br /> <br />1 <br /> <br /> THIS RUN EXECUTED OlMAY9B 16:27:42 <br />.*.********************************** <br />HEC-2 WATER SURFACE PROFILES <br />Version 4.6.2; May 1991 <br />************************************* <br />Tl TYRA TRACT 0 HEC-2 FOR SAWMILL GULCH UPSTREAM OF 4 0' CLOCK ROAD <br />T2 PROPOSED CONDITIONS "/SPLIT FILE 55PR.DAT <br />T3 SAWMILL GULCH WSEL BASED ON FEC SECTION 52 PMB 5/1/98 <br />Jl ICHECK lNQ NlNV IDIR STRT METRIC HVINS Q WSEL FQ <br /> 0 2 0 0 0 0 0 0 9707.73 0 <br />J2 NPROF I PLOT PRFVS XSECV XSECH FN ALLDC lBW CHNIM ITRACE <br /> 1 0 -1 0 0 0 -1 0 0 <br />J3 VARIABLE CODES FOR SUMMARY PRINTOUT <br /> 150 200 <br />QT 2 130 130 <br />NC 0.04 0.04 0.03 <br />Xl 50 13 102.24 120.81 0 0 0 <br />GR 9711 100 9710 101.44 9709 102.24 9708 102.76 9707 103.08 <br />GR 9706 109.01 9706 113.82 9707 116.87 9708 118.47 9708 118.64 <br />GR 9708 118.9 9709 120.81 9710 122.47 <br />NC .3 .5 <br />Xl 51 13 101.67 113.4 5 5 5 <br />X3 10 9713 9713 <br />GR 9711 100 9710 101.67 9709 104.41 9708 107.1 9708 112.42 <br />GR 9709 112.85 9710 113.4 9711 114.47 9711 115.18 9710 116.57 <br />GR 9709 117.95 9709 119.97 9710 122.11 <br /> <br />