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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 />. <br /> <br />" <br /> <br />. <br /> <br />. <br /> <br />" <br /> <br />3470 ENCROACHMENT STATIONS= <br />238157.000 11.07 4986.37 <br />10200.0 462.4 9737.6 <br />.83 2.32 5.41 <br />.000942 580. 620. <br /> <br />CCHV= .300 CEHV= .500 <br />*SECNO 238952.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />7685.0 <br />.00 <br />.0 <br />.00 <br />800. <br /> <br />DEUQ06.0H2 <br /> <br />9365.0 TYPE= <br />.00 4986.81 <br />199.6 1798.8 <br />.050 .035 <br />2 0 <br /> <br />TARGET= <br />.44 <br />.0 <br />.000 <br />o <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .56 <br /> <br />-7685.000 <br />.97 <br />889.0 <br />.000 <br />.00 <br /> <br />4982.00 <br />4988.80 <br />7962.70 <br />8229.62 <br /> <br />.30 <br />287.8 <br />4975.30 <br />266.92 <br /> <br />3470 ENCROACHMENT STATIONS= 9090.0 10630.0 TYPE= TARGET= -9090.000 <br />238952.000 9.52 4987.12 .00 .00 4988.49 1.37 1.22 .47 4997.60 <br />10200.0 .0 10200.0 .0 .0 1085.0 .0 916.7 291.1 4993.00 <br />.85 .00 9.40 .00 .000 .035 .000 .000 4977.60 9090.05 <br />.002983 600. 795. 820. 3 0 0 .00 114.04 9204.09 <br /> <br />*SECNO 238957.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3685 20 TRIALS ATTEMPTED WSEL,CWSEL <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />1 <br /> <br />06FEB06 09:17:31 <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOS S L-BANK ELEV <br />Q QLOB QCH QROB ALOB ACH ARaB 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 /> <br />3470 ENCROACHMENT STATIONS= 9090.0 10630.0 TYPE= TARGET= -9090.000 <br />238957.000 6.42 4991. 42 4991. 42 .00 4993.45 2.03 .02 .33 4997.60 <br />10200.0 .0 9668.8 531. 2 .0 825.0 159.5 916.8 291.1 4993.00 <br />.85 .00 11.72 3.33 .000 .035 .049 .000 4985.00 9090.05 <br />.008224 5. 5. 5. 20 11 0 .00 270.57 9380.64 <br /> <br />*SECNO 240157.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.11 <br /> <br />3470 ENCROACHMENT STATIONS= <br />240157.000 12.64 4997.04 <br />10200.0 .0 8955.9 <br />.90 .00 7. 67 <br />.001839 975. 1200. <br /> <br />CCHV= .300 CEHV= .500 <br />*SECNO 241237.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />9345.0 <br />.00 <br />1244.1 <br />1. 78 <br />1085. <br /> <br />11280.0 TYPE= <br />.00 4997.85 <br />.0 1167.8 <br />.000 .035 <br />4 0 <br /> <br />TARGET= <br />.81 <br />700.5 <br />.060 <br />o <br /> <br />-9345.000 <br />4.04 <br />955.0 <br />.000 <br />.00 <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .69 <br /> <br />3470 ENCROACHMENT STATIONS= <br />241237.000 11.35 4999.25 <br />10500.0 39.9 10460.1 <br />.93 1.44 11.49 <br />.004055 950. 1080. <br /> <br />7580.0 <br />.00 <br />.0 <br />.00 <br />920. <br /> <br />8878.1 TYPE= <br />.00 5001.30 <br />27.6 910.1 <br />.048 .035 <br />2 0 <br /> <br />TARGET= <br />2.04 <br />.0 <br />.000 <br />o <br /> <br />1298.100 <br />2.83 <br />988.5 <br />.000 <br />.00 <br /> <br />.37 <br />301. 3 <br />4984.40 <br />512.64 <br /> <br />5000.90 <br />4996.50 <br />9361. 36 <br />9874.00 <br /> <br />.62 <br />308.4 <br />4987.90 <br />127.02 <br /> <br />5003.00 <br />100000.00 <br />7952.44 <br />8878.07 <br /> <br />06FEB06 09:17:31 <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 /> <br />SPECIAL BRIDGE <br /> <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective Models\DEUQ06.doc <br /> <br />Page 33 of 65 <br /> <br />PAGE 61 <br /> <br />PAGE 62 <br /> <br />Created on 2/6/20069:19 AM <br />
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