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<br /> r <br /> 03JUN93 19:46:32 PAGE I <br /> [ <br /> THIS RUN EXECUTED 03JUN93 19:46:32 I <br />"""""""""""""""""'" <br />HEC-2 WATER SURFACE PROFILES <br />Version 406.2; May 1991 r <br />"""""""""""""""""'" <br />TI UNCOMPAHGRE RIVER, OURAY COLORADO r <br />T2 Reconstruction of HEC-2 model, Station 624+90 to 712+30 <br />73 For Larry Lang, Colorado Water Conservation Board <br />14 By William P. Ruzzo, P.E., June 1993 r <br />75 For 100 year flood <br /> Starting water suface elevation from FPIR el 7568.9 <br />Jl ICHECK INQ NINV IDIR STRT ME7RI C HVINS Q WSEL FQ I <br /> 2720 7568.9 r <br />J2 NPROF IPLOT PRFVS XSECV XSECH FN AllOC IBW CHNIM ITRACE <br /> -1 -1 r <br />J3 VARIABLE CODES FOR SUMMARY PRINTOUT 1 <br /> 150 <br />NC .050 .050 .038 .1 .3 r <br /> Use effective area option to only consider overbank when channel banks are <br /> exceeded (X3.1 : 10). Not used for all sections. <br />XI 624.10 10 165 238 0 0 0 [ <br />GR 7575 105 7570 165 7565 170 155B.7 175 7558.7 230 <br />GR 7565 233 7567 238 7569 380 7570 390 7575 395 <br />NC .050 .050 .03B r <br />Xl 631.10 9 128 193 610 540 590 <br />GR 7579 100 7575 lZB 756B.5 131 756B.5 179 7571.5 lBO [ <br />GR 7573 193 7573 260 7575 2B5 7576 320 <br />NC .050 .050 .040 I <br />Xl 636.20 10 175 220 520 510 500 <br />GR 7585 105 7580 175 7575 195 7569.9 195 7569.9 208 <br />GR 7575 210 7578 220 7579 240 7581 370 7581 m r <br />NC .050 .050 .040 I <br />XI 642.70 11 150 195 610 630 620 <br />GR 7590 130 7585 150 75Bl 155 7577.5 155 7577 .5 180 <br />GR 7581 180 7583 195 7586 250 7586 330 7587 400 <br />GR T590 T80 I <br />