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<br />92/02/05. 10.01.27. <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK 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 ITRIAL IDC ICONT CORAR TOPWID ENDST <br /> <br />1490 NH CARD USED <br />*SECNO 34.100 <br />WATER EL-X5 CARD- 4966.500 <br />3280 CROSS SECTION 34.10 EXTENDED <br /> <br />2.50 FEET <br /> <br />IMMEOIATELY U.S. FROM VINE DRIVE. 1-25 ROAD ELEVS. ARE SAME AS VINE <br />DRIVE. THIS ALLOWS QT TO FLOW OVER 1-25 & VINE DR. AT SAME TIME. <br />COMPUTERIZED VERTICAL EXTENSION OF RT END OF SECTION <br />34.1 IS O.K.; IT IS A <br />VERTICAL SEPARATION LINE BETWEEN D.F. <br />34.10 5.70 4966.50 0.00 0.00 <br />1568. O. 1547. 21. O. <br />2.65 .00 .57 .23 0.000 <br />.000035 460. 640. 680. 0 <br /> <br />CHANNEL AND <br />4966.50 <br />2717. <br />.045 <br />o <br /> <br />1490 NH CARD USED <br />.SECNO 35.000 <br /> <br />3265 OIVIDED FLOW <br /> <br />FLOW OVER RD. <br />.00 .08 <br />94. 246. <br />.050 0.000 <br />o 0.00 <br /> <br />3495 OVERBANK AREA ASSUMED NDN-EFFECTIVE.ELLEA= <br /> <br />4968.00 ELREA= <br /> <br />QT-CHANGES. <br />35.00 2.37 <br />3248. O. <br />2.67 0.00 <br />.010986 560. <br /> <br />UPSTREAM <br />4966.37 <br />3248. <br />4.87 <br />480. <br /> <br />FROM LOSSES AT XS <br />0.00 0.00 <br />O. O. <br />0.00 0.000 <br />420. 4 <br /> <br />34.1 <br />4966.74 <br />666. <br />.043 <br />o <br /> <br />1490 NH CARD USED <br />*SECND 36.000 <br />36.00 3.94 4969.94 0.00 0.00 4970.03 <br />3248. 342. 2900. 6. 140. 1173. <br />2.78 2.45 2.47 .51 .050 .043 <br />.001664 880. 950. 840. 5 0 <br />1490 NH CARD USED <br />'SECNO 37.000 <br />IMMEDIATELY D.S. FROM LARIMER & WELD CANAL. <br />37.00 2.94 4971.64 0.00 0.00 4971. 72 <br />3248. 331. 2567. 350. 194. 1031. <br />2.90 1. 70 2.49 1. 49 .060 .050 <br />.001926 900. 960. 780. 5 0 <br /> <br />.37 <br />O. <br />0.000 <br />o <br /> <br />.09 <br />12. <br />.050 <br />o <br /> <br />.08 <br />235. <br />.055 <br />o <br /> <br /> <br />.13 <br />265. <br />0.000 <br />0.00 <br /> <br />3.26 <br />286. <br />0.000 <br />0.00 <br /> <br />1. 69 <br />316. <br />0.000 <br />0.00 <br /> <br />.02 <br />127. <br />4960.80 <br />627.50 <br /> <br />4968.00 <br /> <br />.11 <br />133. <br />4964.00 <br />422.26 <br /> <br />.03 <br />144. <br />4966.00 <br />618.60 <br /> <br />.00 <br />158. <br />4968.70 <br />686.87 <br /> <br />PAGE 30 <br /> <br />4964.00 <br />4964.00 <br />1187.50 <br />1815.00 <br /> <br />4968.00 <br />4968.00 <br />1007.20 <br />1469.11 <br /> <br />4969.40 <br />4969.40 <br />930.24 <br />1548.84 <br /> <br />4969.30 <br />4969.30 <br />1068.91 <br />1755.78 <br />