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<br />.t.:":"_ <br /> <br />92/02/05. 10.01.27. PAGE 32 <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS 8ANK ELEV <br />Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT <br />TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br />SLOPE XLOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST <br />3265 DIVIDED FLOW <br /> 40.20 5.42 4993.82 0.00 0.00 4993.98 .16 3.93 .02 5051. 40 <br /> 2990. O. 2951. 39. O. 928. 42. 375. 211. 4994.50 <br /> 3.12 0.00 3.18 .92 0.000 .050 .050 0.000 4988.40 332.06 <br />.005600 415. 420. 415. 5 0 0 0.00 703.32 1516.30 <br />1490 NH CARO USED <br />*SECNO 41.000 <br />WATER EL=X5 CARO= 4995.300 <br />3265 DIVIDED FLOW <br /> <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />CO RD 50. QT SAME AS XS 38. RESULTED FROM FLOW TO 1-25 MEDIAN THRU 2ND <br />AND 4TH 1-25 CULS N OF CO RD 50. A NEW RATING WAS DEVELOPED FOR CO RD 50 <br />BECAUSE OF SIGNIFICANT CHANGES IN ARTIFICIAL FEATURES & TOPOGRAPHY. ELEV <br />FROM THIS RATING WERE USED AS X5 CARD INPUT TO XS 41, EXCEPT 10-YR <br />WHICH USED COMPUTED ELEV. WITHOUT X5 CARD INPUT. CUL TREATED AS OPEN <br />CHANNEL. <br />41.00 7.34 <br />2990. 1811. <br />3.13 6.76 <br />.003846 150. <br /> <br />4996.01 <br />1138. <br />1. 82 <br />150. <br /> <br />4996.01 <br />41. <br />1. 12 <br />150. <br /> <br />0.00 <br />268. <br />.040 <br />o <br /> <br />4996.46 <br />625. <br />.040 <br />19 <br /> <br />.45 <br />37. <br />.045 <br />o <br /> <br />.69 <br />378. <br />0.000 <br />0.00 <br /> <br />.09 <br />214. <br />4988.67 <br />1051.20 <br /> <br />4995.50 <br />4995.20 <br />360.00 <br />1790.07 <br /> <br />