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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 />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.82 <br /> <br />219777.000 <br />5370.0 <br />.10 <br />.001230 <br /> <br />10.26 <br />838.1 <br />1.01 <br />955. <br /> <br />*SECNO 220627.000 <br />220627.000 9.25 <br />5370.0 84.0 <br />.16 .67 <br />.001310 800. <br /> <br />4926.66 <br />3571.2 <br />5.72 <br />1760. <br /> <br />4927.75 <br />4686.1 <br />4.69 <br />850. <br /> <br />CCHV= .300 CEHV= .500 <br />*SECNO 221637.000 <br /> <br />.00 <br />960.7 <br />1. 20 <br />1935. <br /> <br />.00 <br />599.9 <br />1.12 <br />600. <br /> <br />.00 <br />830.3 <br />.070 <br />4 <br /> <br />.00 <br />124.6 <br />.070 <br />2 <br /> <br />4927.01 <br />624.7 <br />.035 <br />o <br /> <br />4928.05 <br />999.1 <br />.035 <br />o <br /> <br />.34 <br />801.6 <br />.090 <br />o <br /> <br />.30 <br />534.9 <br />.090 <br />o <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />221637.000 <br />5370.0 <br />.20 <br />.003176 <br /> <br />06FEB06 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />.90 <br /> <br />*SECNO 221702.000 <br />CLASS A LOW FLOW <br /> <br />3420 BRIDGE W.S.= <br /> <br />EGPRS EGLWC <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />XKOR <br />1.56 <br /> <br />7.13 <br />.0 <br />.00 <br />970. <br /> <br />4929.53 <br />5370.0 <br />6.34 <br />1010. <br /> <br />CRII1S <br />QROB <br />VROB <br />XLOBR <br /> <br />RDLEN <br />.00 <br /> <br />.00 <br />.0 <br />.00 <br />890. <br /> <br />11SELK <br />ALOB <br />XNL <br />I TRIAL <br /> <br />BWC <br />78.00 <br /> <br />4929.50 BRIDGE VELOCITY= <br /> <br />.00 4930.16 <br /> <br />09:17:31 <br /> <br />CI1SEL <br />QCH <br />VCH <br />XLCH <br /> <br />COFQ <br />2.60 <br /> <br />H3 <br /> <br />QWEIR <br /> <br />.04 <br /> <br />QLOW <br /> <br />o. <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />221702.000 <br />5370.0 <br />.20 <br />.002235 <br /> <br />*SECNO 222377.000 <br />222377.000 9.24 <br />5370.0 11.4 <br />.24 .89 <br />.001188 400. <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />1.10 <br /> <br />*SECNO 222452.000 <br />CLASS A LOW FLOW <br /> <br />3420 BRIDGE W.S.= <br />1 <br /> <br />06FEB06 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />EGPRS EGLWC <br /> <br />XKOR <br />1.56 <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />.00 4931. 30 <br /> <br />8.33 <br />.0 <br />.00 <br />110. <br /> <br />4929.53 <br />5370.0 <br />5.69 <br />65. <br /> <br />RDLEN <br />.00 <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />QWEIR <br /> <br />.02 <br /> <br />.00 <br />.0 <br />.00 <br />95. <br /> <br />.00 <br />394.3 <br />1. 08 <br />1200. <br /> <br />BWC <br />118.00 <br /> <br />09:17:31 <br /> <br />4930.92 BRIDGE VELOCITY= <br /> <br />4932.20 ELREA= <br /> <br />.00 <br />.0 <br />.000 <br />3 <br /> <br />4930.16 <br />846.7 <br />.035 <br />o <br /> <br />.62 <br />.0 <br />.000 <br />o <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />BAREA <br />2461. 00 <br /> <br />5370. <br /> <br />BAREA TRAPEZOID <br />AREA <br />2461. 3189. <br /> <br />3.17 <br />57.8 <br />.000 <br />.00 <br /> <br />1.03 <br />91. 6 <br />.000 <br />.00 <br /> <br />r <br /> <br />4938.80 <br /> <br />11.95 <br />119.8 <br />.000 <br />.00 <br /> <br />HL <br />VOL <br />W~N <br />CORAR <br /> <br />SS <br />6.00 <br /> <br />4938.90 <br /> <br />4939.50 <br /> <br />.50 <br />.0 <br />.000 <br />o <br /> <br />SS <br />6.50 <br /> <br />r-- <br /> <br /> <br />'HL <br />iVOL <br />WTN <br />CORAR <br /> <br />.07 <br />26.4 <br />4916.40 <br />981. 90 <br /> <br />.01 <br />39.7 <br />4918.50 <br />587.60 <br /> <br />.16 <br />48.4 <br />4922.40 <br />194.82 <br /> <br />OLOSS <br />TWA <br />ELM IN <br />TOPWID <br /> <br />I <br />-r <br /> <br />4927.80 <br />4923.50 ' <br />9685.83 : <br />10959.72 <br /> <br />4926.10 <br />4926.00, <br />11613.48 <br />12201.08 , <br /> <br />4932.20: <br />4938.80 <br />11429.70! <br />11624.52' <br /> <br />L-BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST . <br /> <br />ELCHU ELCHD : <br />4921. 20 4921. 20 <br /> <br />5.22 <br /> <br />CALCULATED CHANNEL AREA= <br /> <br />ELLC <br /> <br />1028. <br /> <br />EL TRD <br /> <br />WEIRLN <br />I <br /> <br />. <br /> <br />PAGE 21 <br /> <br />. <br /> <br />PAGE <br /> <br />22 <br /> <br />4930.94 <br />4964 .2 <br />5.04 <br />675. <br /> <br />COFQ <br />2.60 <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />H3 <br /> <br />WSELK <br />ALOB <br />XNL <br />ITRIAL <br /> <br />o. <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />BWP <br />4.00 <br /> <br />4932.80 ELREA= <br /> <br />.00 <br />.0 <br />.000 <br />o <br /> <br />4930.16 <br />943.7 <br />.035 <br />o <br /> <br />.37 <br />365.4 <br />.090 <br />o <br /> <br />BAREA <br />2946.00 <br /> <br />CALCULATED <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />5370. <br /> <br />BAREA TRAPEZOID <br />AREA <br />2946. 2901. <br /> <br />.00 <br />121. 2 <br />.000 <br />.00 <br /> <br />.00 <br />48.7 <br />4921. 20 <br />195.74 <br /> <br />4938.00 <br /> <br />,0. <br /> <br />o. <br /> <br />. <br /> <br />.00 <br />12.9 <br />.065 <br />3 <br /> <br />4931. 30 <br />984.9 <br />.035 <br />o <br /> <br />1.10 <br />141.2 <br />.000 <br />.00 <br /> <br />.04 <br />53.5 <br />4921. 70 <br />311. 56 <br /> <br />4932.80 <br />4939.50 <br />11398.84 <br />11594.58 <br /> <br />4929.40 <br />4925.10 <br />11328.83 <br />11640.39 <br /> <br />ELCHU ELCHD <br />4921. 40 4921. 40 <br /> <br />P:\COFC2003\10 _ Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective Models\DEUQ06.doc <br /> <br />BWP <br />6.00 <br /> <br />3.24 <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />QLOW <br /> <br />Page 12 of65 <br /> <br />ELLC <br /> <br />4935.60 <br /> <br />1656. <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />L-BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST <br /> <br />ELTRD <br /> <br />WEIRLN <br /> <br />4939.60 <br /> <br />Created on 2/6/2006 9: 19 AM <br />
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