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<br /><SECN.OO e . <br /> 72.000 2.30 9932.39 9932.23 .00 9932.87 . .7 9.62 .07 9932.09 <br /> 248.0 .2 247.5 .3 .2 44.8 .3 2.8 2.2 9932.09 <br /> .13 .8' 5.53 .8' .120 .080 .120 .000 9930.09 123.52 <br /> .059504 140. 140. 140. . 15 0 .00 36.71 160.23 <br />.SECNO 73.000 <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> 73.000 1. 90 9942.99 9942.99 .00 9943.60 .61 10.55 .07 9943.09 <br /> 248.0 .0 248.0 .0 .0 39.6 .0 2.' 2.3 9943.09 <br /> .14 .00 6.27 .00 .000 .OBO .000 .000 9941.09 115.72 <br /> .091024 145. 145. 145. 0 12 0 .00 33.08 148.79 <br />.SECNO 74.000 <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO : 1.66 <br /> 74.000 2.55 9954.64 9954.26 .00 9954.95 .31 11.26 .0' 9954.09 <br /> 248.0 ... 242.5 1.0 '.7 53.9 1.1 3.2 2.6 9954.09 <br /> .15 .9' 4.50 .9' .120 .060 .120 .000 9952.09 152.69 <br /> .033220 218. 218. 218. 6 8 0 .00 56.37 209.06 <br />1 <br /> OlMAY98 15:26:17 PAGE 13 <br />T1 TYRA TRACT 0 HEC-2 FOR SAWMILL GULCH UPSTREAM OF 4 0' CLOCK ROAD <br />T2 EXISTING CONDITIONS <br />T3 SAWMILL GULCH FLOODWAY <br />J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ <br /> 0 3 0 0 0 0 0 0 970B.23 0 <br />J2 NPROF I PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE <br /> 15 0 -1 0 0 0 -1 0 0 <br /> <br />1 <br /> OlMAY9B 15:26:17 PAGE 14 <br /> SECNO DEPTH CWSEL CRIMS WSELK EG HV HL OLOSS L-BANK ELEV <br /> Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV <br /> TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br /> SLOPE XLDBL XLCI/ XLOBR ITRIAL IDC IeONT CORAS TOPWID ENDST <br /> "PROF 2 <br /> CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS <br />0 <br /> "SECNO 50.000 <br /> 50.000 2.23 9708.23 9707.74 970B.23 9708.57 .3' .00 .00 9709.00 <br /> 130.0 .0 130.0 .0 .0 27.8 .0 .0 .0 9709.00 <br /> .00 .00 4.67 .00 .000 .030 .000 .000 9706.00 102.64 <br /> .005030 O. O. O. 0 14 0 .00 16.70 119.34 <br />