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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 /> <br />5550.0 <br />1. 02 <br />.001509 <br /> <br />.0 <br />.00 <br />975. <br /> <br />5472.5 <br />6.14 <br />1200. <br /> <br />77.5 <br />.76 <br />1085. <br /> <br />.0 <br />.000 <br />6 <br /> <br />891. 3 <br />.035 <br />o <br /> <br />101. 3 <br />.060 <br />o <br /> <br />533.9 <br />.000 <br />.00 <br /> <br />171. 3 <br />4984.40 <br />276.31 <br /> <br />4996.50 <br />9370.09 <br />9860.26 <br /> <br />. <br />ii <br /> <br />CCHV= .300 CEHV= <br />*SECNO 241237.000 <br /> <br />.500 <br /> <br />3470 ENCROACHMENT STATIONS= 7580.0 8878.1 TYPE= TARGET= 1298.100 <br />241237.000 8.85 4996.75 .00 .00 4997.78 1. 02 2.13 .22 5003.00 <br />5700.0 .0 5700.0 .0 .0 702.2 .0 554.8 175.5 100000.00 <br />1. 06 .00 8.12 .00 .000 .035 .000 .000 4987.90 8795.05 <br />.002676 950. 1080. 920. 3 0 0 .00 83.01 8878.06 <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />1.25 <br /> <br />XKOR <br />1. 56 <br /> <br />COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD <br />2.60 .00 83.00 1. 00 960.00 .00 4987.90 4987.90 <br />4996.72 BRIDGE VELOCITY= 7.88 CALCULATED CHANNEL AREA= 724. <br />H3 QWE IR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN <br /> AREA <br />.06 O. 5700. 960. 935. 4999.30 5002.00 O. <br /> <br />*SECNO 241267.000 <br />CLASS A LOW FLOW <br /> <br />3420 BRIDGE W.S.= <br /> <br />EGPRS EGLWC <br /> <br />.00 4997.82 <br /> <br /> 3470 ENCROACHMENT STATIONS= 7580.0 8878.1 TYPE= TARGET= 1298.100 <br /> 1 <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 I TRIAL IDC ICONT CORAR TOPWID ENDST <br /> 241267.000 8.91 4996.81 .00 .00 4997.82 1. 01 .04 .00 5003.00 <br /> 5700.0 .0 5700.0 .0 .0 706.8 .0 555.3 175.6 100000.00 <br /> 1. 06 .00 8.06 .00 .000 .035 .000 .000 4987.90 8795.05 <br /> .002622 30. 30. 30. 0 0 0 .00 83.01 8878.06 <br />. CCHV= .300 CEHV= .700 <br /> *SECNO 241567.000 <br /> 3470 ENCROACHMENT STAT1ONS= 7580.0 8878.1 TYPE= TARGET= 1298.100 <br /> 241567.000 7.78 4997.68 .00 .00 4999.02 1. 34 .97 .23 5005.00 <br /> 5700.0 .0 5700.0 .0 .0 613.0 .0 559.8 176.1 100000.00 <br /> 1. 07 .00 9.30 .00 .000 .035 .000 .000 4989.90 8795.05 <br /> .004088 300. 300. 300. 2 0 0 .00 83.00 8878.05 <br /> *SECNO 242227.000 <br /> 3470 ENCROACHMENT STATIONS= .0 7830.0 TYPE= TARGET= 7829.999 <br /> 242227.000 7.50 5000.50 .00 .00 5002.02 1.51 2.88 .12 5008.70 <br /> 5700.0 .0 5700.0 .0 .0 577.5 .0 568.8 177.3 5008.00 <br /> 1. 08 .00 9.87 .00 .000 .035 .000 .000 4993.00 7602.05 <br /> .004662 450. 660. 130. 2 0 0 .00 77.00 7679.05 <br /> *SECNO 242237.000 <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 3685 20 TRIALS ATTEMPTED WSEL,CWSEL <br /> 3693 PROBABLE MINIMUM SPECIFIC ENERGY <br /> 3720 CRITICAL DEPTH ASSUMED <br /> 3470 ENCROACHMENT STATIONS= .0 7830.0 TYPE= TARGET= 7829.999 <br /> 242237.000 6.39 5008.79 5008.79 .00 5009.27 .48 .05 .31 5008.70 <br /> 5700.0 1890.1 3631. 2 178.6 936.2 534.8 87.3 569.1 177.5 5008.00 <br /> 1. 09 2.02 6.79 2.05 .048 .035 .050 .000 5002.40 6124.62 <br /> .006504 10. 10. 10. 20 9 0 .00 1705.38 7830.00 <br /> *SECNO 242247.000 <br /> 1 <br /> o 6FEB06 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 I TRIAL IDC ICONT CORAR TOPWID ENDST <br />. 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRAT 10 2.09 <br /> <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective Models\DEUQ06.doc <br /> <br />Page 19 of65 <br /> <br />PAGE 34 <br /> <br />PAGE 35 <br /> <br />Created on 2/6/2006 9: 19 AM <br />
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