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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 /> 06FEB06 09:17:31 <br />:I <br />Ii 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 />II <br />'I 100000.00 <br /> 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 5012.20 ELREA= <br /> 229997.000 11.36 4953.16 .00 .00 4953.74 .58 1. 54 .33 5012.20 <br /> 5450.0 .0 5450.0 .0 .0 891. 4 .0 302.3 102.7 100000.00 <br /> .55 .00 6.11 .00 .000 .035 .000 .000 4941.80 8205.10 <br /> .001673 490. 520. 500. 2 0 0 .00 130.46 8335.56 <br /> SPECIAL BRIDGE <br /> SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD <br /> 1.25 1. 56 2.60 .00 53.00 4.00 2803.00 3.75 4942.60 4941.80 <br /> *SECNO 230017.000 <br /> CLAS S A LOW FLOW <br /> 3420 BRIDGE W.S.= 4953.52 BRIDGE VELOCITY= 5.26 CALCULATED CHANNEL AREA= 983. <br /> EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WE IRLN <br /> AREA <br /> .00 4953.84 .07 O. 5450. 2803. 2850. 4964.40 4964.00 O. <br /> <br /> 3470 ENCROACHMENT STATIONS= 8130.0 8342.1 TYPE= TARGET= 212.100 <br /> 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4967.60 ELREA= 100000.00 <br /> 230017.000 10.63 4953.23 .00 .00 4953.84 .61 .10 .00 4967.60 <br /> 5450.0 .0 5450.0 .0 .0 870.2 .0 302.7 102.8 100000.00 <br /> .55 .00 6.26 .00 .000 .035 .000 .000 4942.60 8166.87 <br /> .001872 20. 20. 20. 0 0 0 .00 135.57 8302.44 <br /> CCHV= .300 CEHV= .500 <br /> *SECNO 230467.000 <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 /> 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 !TRIAL IDC ICONT CORAR TOPWID ENDST <br /> 3470 ENCROACHMENT STATIONS= 7480.0 8440.0 TYPE= TARGET= -7480.000 <br /> 230467.000 5.22 4958.92 4958.92 .00 4960.74 1. 81 1. 77 .60 4961. 50 <br /> 5450.0 .0 5450.0 .0 .0 504.2 .0 309.8 104.2 4962.90 <br /> .56 .00 10.81 .00 .000 .035 .000 .000 4953.70 8145.04 <br /> .012924 600. 450. 400. 20 11 0 .00 140.00 8285.04 <br /> *SECNO 230472.000 <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATI 0 1.43 <br /> 3470 ENCROACHMENT STATIONS= 7480.0 8440.0 TYPE= TARGET= -7480.000 <br /> 230472.000 6.10 4959.80 .00 .00 4960.97 1.17 .04 .19 4961. 50 <br /> 5450.0 .0 5450.0 .0 .0 626.6 .0 309.9 104.2 4962.90 <br /> .56 .00 8.70 .00 .000 .035 .000 .000 4953.70 8145.03 <br /> .006361 5. 5. 5. 6 0 0 .00 14 0.03 8285.06 <br /> CCHV= .300 CEHV= .500 <br /> * SECNO 230817.000 <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.22 <br />. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4962.00 ELREA= 4966.00 <br />230817.000 8.91 4961. 61 .00 .00 4961.77 .16 .49 .30 4964.00 <br /> <br />P:\COFC2003\1O - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective Models\DEUQ06.doc <br /> <br />Page 15 of65 <br /> <br />PAGE 26 <br /> <br />PAGE 27 <br /> <br />Created on 2/6/20069:19 AM <br />
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