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<br />92/02/05. <br /> <br />10.01.27. <br /> <br />SECNO <br />o <br />TIME <br />SLOPE <br /> <br />DEPTH <br />OLOB <br />VLOB <br />XLOBL <br /> <br />CWSEL <br />OCH <br />VCH <br />XLCH <br /> <br />CRIWS <br />OROB <br />VROB <br />XLOBR <br /> <br />WSELK <br />ALOB <br />XNL <br />!TRIAL <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />HL <br />VDL <br />WTN <br />CQRAR <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />1490 NH CARD USED <br />*SECNO 3B. 000 <br />3665 20 TRIALS ATTEMPTED WSEL,CWSEL <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL OEPTH ASSUMED <br />IMMEDIATELY U.S. FRDM LARIMER & WELD CANAL. OT-CHANGES. OT IN <br />HWY MEOIAN ENTERS CANAL. DT IN D.F. CHANNEL ENTERS/OVERTOPS ENTIRE <br />CANAL. CANAL WILL RETAIN SOME OT TO ITS ULTIMATE CAPACITY. DURING THIS <br />FLOW PROCESS, SOME OT FLOWS TO W IN CANAL UNDER 1'25, DVERTOPS S BANK <br />& IS LOST.(OT FOR XS 36 RESULTED FROM DECREASE IN OT UPSTR FRDM CO RD 50 <br />THRU RD CULS). <br />38.00 1.04 4977.54 <br />1930. 46. 1626. <br />3.86 2.40 4.72 <br />.050407 505. 600. <br /> <br />4977.54 <br />57. <br />1.87 <br />600. <br /> <br />0.00 <br />19. <br />.060 <br />20 <br /> <br />4977.87 <br />387. <br />.060 <br />18 <br /> <br />.33 <br />30. <br />.065 <br />o <br /> <br />3.07 <br />288. <br />0.000 <br />0.00 <br /> <br />.08 <br />156. <br />4976.50 <br />711.60 <br /> <br />BANK ElEV <br />LEFT/RIGHT <br />SSTA <br />ENOST <br /> <br />4977. 10 <br />4977. 10 <br />1137.53 <br />1849.13 <br /> <br />1490 NH CARD USED <br />*SECNO 39.000 <br />39.00 1. 62 4985.62 0.00 0.00 4985.68 .05 7.78 .03 4984.60 <br />1930. 70. 1407. 453. 71. 695. 322. 304. 175. 4984.60 <br />4.00 .98 2.03 1. 41 .055 .050 .055 0.000 4984.00 1075.02 <br />.003205 900. 950. 970. 11 0 0 0.00 1038.01 2113.03 <br /> <br />1490 NH CARD USED <br />*SECNO 40. 100 <br />BECAUSE OF PROBLEMS IN DETERMINING SATISFACTORY ELEVATIONS AT THE 1-25 <br />AND CO RD 50 INTERCHANGE, THE COLD STATE WATER CONSERVATION BOARD AND <br />FORT COLLINS STORM WATER UTILITY DECIDED TO SURVEY THE CHANGED <br />TOPOGRAPHY AS A RESULT OF THE INTERCHANGE CONSTRUCTION. THREE NEW XSS; <br />40.1, 40.2 (BOTH S OF CO RD 50), 41 (CO RD 50) WERE SURVEYED AND USED IN <br />THIS STUDY. <br />40.10 2.71 <br />1930. O. <br />4.05 0.00 <br />.019842 463. <br /> <br />4989.41 <br />1930. <br />4.13 <br />620. <br /> <br />1490 NH CARD USED <br />*SECNO 40.200 <br /> <br />4989.17 <br />O. <br />0.00 <br />500. <br /> <br />0.00 <br />O. <br />0.000 <br />14 <br /> <br />4989.67 <br />467. <br />.050 <br />17 <br /> <br />.26 <br />O. <br />0.000 <br />o <br /> <br />3.93 <br />315. <br />0.000 <br />0.00 <br /> <br />.06 <br />185. <br />4986.70 <br />476.56 <br /> <br />4989.50 <br />4989.50 <br />206.65 <br />683.21 <br /> <br /> <br />PAGE <br /> <br />22 <br />