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<br />16MAA98 <br /> <br />1"1:04:59 <br /> <br />Tl TYRA TRACT 0 HEC-2 FOR SAWMILL GULCH UPSTREAM OF 4 0' CLOCK ROAD <br />T2 EXISTING CONDITIONS <br />T3 SAWMILL GULCH FLOODWAY <br />Jl ICHECK lNQ NlNV IOIR STRT METRIC HVINS Q WSEL <br /> 0 3 0 0 0 0 0 0 9708.23 <br />J2 NPROF IPLQT PRFVS XSECV XSECH FN ALLDC lBW CHNIM <br /> IS 0 -1 0 0 0 -1 0 <br /> <br />1 <br />16MAA98 14:04:59 <br />SECNO DEPTH CWSEL CRIWS WSELK EG <br />Q QLDB QCH QRoa ALOB ACH <br />TIME VLOB VCH VROB XNL XNCH <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />. PROF 2 <br /> <br />CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS <br />o <br /> <br />.SECNO 50.000 <br />50.000 2.23 9708.23 9707.74 9708.23 9708.57 <br />130.0 .0 130.0 .0 _0 27.8 <br /> .00 .00 4.67 .00 .000 .030 <br />.005030 o. 0_ 0_ 0 " <br /> <br />FQ <br /> <br />o <br /> <br />ITRACE <br /> <br />o <br /> <br />L-BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST <br /> <br />.3' _00 .00 9709.00 <br />_0 ,0 _0 9709.00 <br />.000 .000 9706.00 102.64 <br />0 .00 16.70 119.34 <br /> <br />CCHV= .300 CEHV= <br />"'SECNO 51.000 <br />3280 CROSS SECTION <br /> <br />.500 <br /> <br />51.00 EXTENDED <br /> <br />.10 FEET <br /> <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />PAGE <br /> <br />14 <br /> <br />PAGE 15 <br />