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Last modified
11/23/2009 12:41:13 PM
Creation date
7/23/2007 2:06:08 PM
Metadata
Fields
Template:
Floodplain Documents
County
Weld
Community
Fort Collins
Stream Name
Cache La Poudre River
Title
Volume II - Hydraulic Analysis for the Cache La Poudre River between Timnath Diversion Dam and College Ave. - Appendix G.2
Date
4/11/2006
Prepared For
Fort Collins
Prepared By
Anderson Consulting Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> DEUQ06.0H2 <br /> 3301 ffV CHANGED MORE THAN ffVINS <br /> 3685 20 TRIALS ATTEMPTED WSEL,CWSEL <br />" 3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />I 3720 CRITICAL DEPTH ASSUMED <br />. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4964.00 ELREA= 4964.90 <br /> 232227.000 2.66 4964.16 4964.16 .00 4965.08 .92 .01 .37 4964.00 <br /> 5450.0 41. 9 5408.1 .0 75.7 699.0 .0 376.2 117.4 4964.90 <br /> .71 .55 7.74 .00 .083 .035 .000 .000 4961.50 8717.99 <br /> .010952 5. 5. 5. 20 14 0 .00 772.09 9490.08 <br /> 06FEB06 09:17:31 PAGE 30 <br /> SECNO DE PTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV <br /> Q QLOB QCH QROB ALOB ACH MOB VOL TWA R-BANK ELEV <br /> TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR I TRIAL IDC I CONT CORAR TOPWID ENDST <br /> *SECNO 233367.000 <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 3685 20 TRIALS ATTEMPTED WSEL,CWSEL <br /> 3720 CRITICAL DEPTH ASSUMED <br /> 233367.000 6.84 4965.54 4965.54 .00 4968.26 2.72 12.95 .90 4966.80 <br /> 5450. 0 .0 5450.0 .0 .0 411.8 .0 391.7 128.4 4966.20 <br /> .73 .00 13 .24 .00 .000 .035 .000 .000 4958.70 9168.31 <br /> .011798 1105. 1140. 965. 20 21 0 .00 81. 05 9249.36 <br /> CCHV= .300 CEHV= .500 <br /> *SECNO 234557.000 <br /> 3265 DIVIDED FLOW <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.97 <br />,i <br />,I 234557.000 8.69 4971.99 .00 .00 4972.49 .51 3.57 .66 4968.00 <br />I 5550.0 616.9 4582.3 350.8 574.4 731. 3 415.0 418.2 139.3 4968.00 <br />. .80 1.07 6.27 .85 .075 .035 .075 .000 4963.30 8440.07 <br />.001386 920. 1190. 1020. 4 0 0 .00 860.69 9599.86 <br /> CCHV= .300 CEHV= .500 <br /> *SECNO 235947.000 <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .59 <br /> 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4979.00 ELREA= 4978.50 <br /> 235947.000 8.95 4974.85 .00 .00 4975.74 .89 3.05 .19 4978.90 <br /> 5550.0 .0 5550.0 .0 .0 733.7 .0 457.9 155.7 4978.50 <br /> .85 .00 7.56 .00 .000 .035 .000 .000 4965.90 8492.51 <br /> .003953 1550. 1390. 1270. 2 0 0 .00 150.79 8643.30 <br /> 06FEB06 09:17:31 PAGE 31 <br /> SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS -L-BANK ELEV <br /> Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV <br /> TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST <br /> *SECNO 237147.000 <br /> 3470 ENCROACHMENT STATIONS= .0 8200.0 TYPE~ TARGET~ 8199.999 <br /> 237147.000 7.65 4979.45 .00 .00 4980.65 1. 20 4.76 .15 4986.00 <br /> 5550.0 .0 5550.0 .0 .0 632.3 .0 476.7 159.2 4983.90 <br /> .88 .00 8.78 .00 .000 .035 .000 .000 4971.80 7916.20 <br /> .003977 950. 1200. 1050. 3 0 0 .00 103.32 8019.52 <br /> CCHV= . 300 CEHV~ .500 <br /> *SECNO 237497.000 <br /> 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4993.50 ELREA= 4993.30 <br /> 237497.000 9.15 4980.95 .00 .00 4981.91 .96 1.19 .07 4993.50 <br /> 5550.0 .0 5550.0 .0 .0 705.9 . D 482.1 160.0 4993.30 <br /> .90 .00 7.86 .00 .000 .035 .000 .000 4971.80 7701. 33 <br />. .002938 370. 350. 300. 3 0 D .00 106.25 7807.58 <br /> P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective Models\DEUQ06.doc <br /> <br />Page 17 of65 <br /> <br />Created on 2/6/20069:19 AM <br />
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