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<br />92/02/05. 10.01.27. <br />SECND DEPTH CWSEL CRIWS WSELK EG HV HL OLDSS BANK ELEV <br />Q QLDB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT <br />TIME VLDB VCH VRDB XNL XNCH XNR WTN ELMIN SSTA <br />SLOPE XLOBL XLCH XLOBR ITRIAL !DC ICDNT CORAR TOPWID ENOST <br />1490 NH CARD USED <br />*SECNO 34.000 <br />WATER ELMX5 CARD- 4966.590 <br />VINE DRIVE. NO CULVERTS-ALL FLOW OVER ROAD. <br />34.00 2.59 4966.59 0.00 0.00 4966.86 .27 4.40 .02 4970.00 <br />2568. O. 2568. O. O. 616. O. 263. 132. 4968.00 <br />1. 62 0.00 4.17 0.00 0.000 .034 0.000 0.000 4964.00 1074.65 <br />.006347 570. 560. 550. 0 0 0 0.00 468.92 i543.57 <br /> <br />PAGE 39 <br /> <br />1490 NH CARD USED <br />.SECNQ 34.100 <br />WATER EL-X5 CARD= 4967.040 <br />3280 CROSS SECTION 34.10 EXTENDED <br /> <br />3.04 FEET <br /> <br />IMMEDIATElV U.S. FROM VINE DRIVE. 1-25 ROAD ELEVS. ARE SAME AS VINE <br />DRIVE. THIS ALLOWS QT TO FLOW OVER 1-25 & VINE OR. AT SAME TIME. <br />COMPUTERIZED VERTICAL EXTENSION OF RT ENO OF SECTION <br />34.1 IS O.K.; IT IS A <br />VERTICAL SEPARATION LINE BETWEEN O.F. <br />34.10 6.24 4967.04 0.00 0.00 <br />2568. O. 2518. 50. O. <br />1.84 .00 .83 .36 0.000 <br />.000066 460. 640. 680. 0 <br /> <br />CHANNEL AND <br />4967.05 <br />3016. <br />.045 <br />o <br /> <br />FLOW OVER RD. <br />.01 .14 <br />139. 291. <br />.050 0.000 <br />o 0.00 <br /> <br />.03 <br />140. <br />4960.80 <br />643.70 <br /> <br />4964.00 <br />4964.00 <br />1187.50 <br />1831.20 <br /> <br />1490 NH CARD USED <br />*SECND 35.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3495 OVERBANK AREA ASSUMED NDN-EFFECTIVE,ELLEA= <br /> <br />4968.00 ELREA= <br /> <br />4968.00 <br /> <br />QT-CHANGES. <br />35.00 2.88 <br />5348. O. <br />1.86 0.00 <br />.012411 560. <br /> <br />UPSTREAM <br />4966.88 <br />5348. <br />6.04 <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 />4967.45 <br />885. <br />.043 <br />o <br /> <br />.57 <br />O. <br />0.000 <br />o <br /> <br />.23 <br />313. <br />0.000 <br />0.00 <br /> <br />.17 <br />146. <br />4964.00 <br />444.23 <br /> <br />4968.00 <br />4968.00 <br />1003.41 <br />1474.67 <br /> <br />