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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 />SLOPE <br /> <br />XLOBL <br /> <br />227437.000 <br />5370.0 <br />.45 <br />.007119 <br /> <br />CCHV= .300 CEHV= .500 <br />*SECNO 228117.000 <br /> <br />XLCH <br /> <br />8.52 <br />.0 <br />.00 <br />120. <br /> <br />4943.42 <br />5370.0 <br />10.66 <br />40. <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />XLOBR <br /> <br />ITRIAL <br /> <br />.00 <br />.0 <br />.00 <br />40. <br /> <br />DEUQ06.0H2 <br /> <br />IDC <br /> <br />.00 <br />.0 <br />.000 <br />o <br /> <br />4945.18 <br />503.9 <br />.035 <br />o <br /> <br />3302 WARNING: CONVEYANCE CHA}lGE OUTSIDE OF ACCEPTABLE RANGE, <br /> <br />3470 ENCROACHMENT STATIONS= <br />228117.000 9.54 4947.04 <br />5450.0 .0 5450.0 <br />.48 .00 6.89 <br />.001968 790. 680. <br /> <br />CCHV= .300 CEHV= .500 <br />*SECNO 228637.000 <br /> <br />7380.0 <br />.00 <br />.0 <br />.00 <br />640. <br /> <br />8130.0 TYPE= <br />.00 4947.78 <br />.0 790.8 <br />.000 .035 <br />3 0 <br /> <br />. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />228637.000 <br />5450.0 <br />.51 <br />.001923 <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />.90 <br /> <br />XKOR <br />1.56 <br /> <br />*SECNO 228687.000 <br />CLAS S A LOW FLOW <br /> <br />6.95 <br />.0 <br />.00 <br />420. <br /> <br />4948.35 <br />5450.0 <br />5.73 <br />520. <br /> <br />RDLEN <br />.00 <br /> <br />.00 <br />.0 <br />.00 <br />420. <br /> <br />BWC <br />126.00 <br /> <br />06FEB06 <br /> <br />4948.33 BRIDGE VELOCITY= <br /> <br />3420 BRIDGE W.S.= <br />1 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />EGPRS EGLWC <br /> <br />.00 4948.86 <br /> <br />COFQ <br />2.60 <br /> <br />09:17:31 <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />H3 <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />QWEIR <br /> <br />.01 <br /> <br />WSELK <br />ALOB <br />XNL <br />I TRIAL <br /> <br />QLOW <br /> <br />o. <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />228667.000 <br />5450.0 <br />.51 <br />.001733 <br /> <br />6.55 <br />.0 <br />.00 <br />50. <br /> <br />4948.35 <br />5450.0 <br />5.51 <br />50. <br /> <br />CCHV= .300 CEHV= .500 <br />*SECNO 229477.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />.00 <br />.0 <br />.00 <br />50. <br /> <br />4958.70 ELREA= <br /> <br />I CONT <br /> <br />KRATIO = <br /> <br />TARGET= <br />.74 <br />.0 <br />.000 <br />o <br /> <br />.00 <br />.0 <br />.000 <br />2 <br /> <br />4948.86 .51 <br />951.3 .0 <br />.035 .000 <br />o 0 <br /> <br />BWP <br />2.00 <br /> <br />5.68 <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />BAREA <br />2174.00 <br /> <br />CALCULATED <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />1. 76 <br />.0 <br />.000 <br />o <br /> <br />5450. <br /> <br />BAREA TRAPEZOID <br />AREA <br />2174. 2161. <br /> <br />4956.00 ELREA= <br /> <br />.00 <br />.0 <br />.000 <br />o <br /> <br />4948.86 <br />988.8 <br />.035 <br />o <br /> <br />CO[7 <br /> <br />258.5 <br />I. 000 <br />.00 <br /> <br />1.r <br /> <br />-17380.000 <br />2.29 <br />268.6 <br />.000 <br />.00 <br /> <br />4958.00 <br /> <br />11. 01 <br />279.0 <br />.000 <br />.00 <br /> <br />SS <br /> <br /> <br />r'" <br />T' <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />4956.50 <br /> <br />.47 <br />.0 <br />.000 <br />o <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 <br /> <br />3470 ENCROACHMENT STATIONS= <br />229477.000 8.57 4950.17 <br />5450.0 .0 5450.0 <br />.53 .00 10.45 <br />.006608 750. 790. <br /> <br />CCHV= .300 CEHV= .500 <br />*SECNO 229997.000 <br /> <br />6770.0 <br />.00 <br />.0 <br />.00 <br />820. <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />8485.0 TYPE= <br />.00 4951.86 <br />.0 521.7 <br />.000 .035 <br />4 0 <br /> <br />TARGET= <br />1. 69 <br />.0 <br />.000 <br />o <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1. 99 <br /> <br />3470 ENCROACHMENT STATIONS= <br />1 <br /> <br />8170.0 <br /> <br />8361.1 TYPE= <br /> <br />TARGET= <br /> <br />TOPWID <br /> <br />.00 <br />95.4 <br />4934.90 <br />95.62 <br /> <br />.31 <br />97.0 <br />4937.50 <br />109. 41 <br /> <br />.07 <br />98.7 <br />4941.40 <br />173.87 <br /> <br />ELCHU <br />4941. 80 <br /> <br />AREA= <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />ELLC <br /> <br />4954.60 <br /> <br />.00 <br />280.2 <br />.000 <br />.00 <br /> <br />.00 <br />98.9 <br />4941. 80 <br />177 .22 <br /> <br />ENDST <br /> <br />4951.10 <br />4954.00 <br />8252.66 <br />8348.28 <br /> <br />4948.10 <br />4962.00 <br />7383.44, <br />7492.861 <br /> <br />4958.70: <br />4958.00' <br />6742.26' <br />6916.13' <br /> <br />ELCHD ~ <br />4941. 80 <br /> <br />959. <br /> <br />i <br />L-BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST <br /> <br />ELTRD <br /> <br />WEIRLN <br /> <br />. <br /> <br />PAGE <br /> <br />25 <br /> <br />-6770.000 <br />2.39 <br />293.8 <br />.000 <br />.00 <br /> <br />.61 <br />101. 4 <br />4941. 60 <br />93.57 <br /> <br />191.100 <br /> <br />4956.00 <br /> <br />4956.0'0 <br />4956.5'0 <br />6714.2,4 <br />6891.4.6 <br /> <br />4952.00 <br />4960.60 <br />7508.94 <br />7602 .~O <br /> <br />. <br /> <br />; o. <br /> <br />. <br /> <br />P:\COFC2003\10 _ Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective Models\DEUQ06.doc <br /> <br />Page 14 of65 <br /> <br />Created on 2/6/20069; 19 AM <br />
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