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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 />3470 ENCROACHMENT STATIONS~ <br />257882.000 4.555075.55 <br />5900.0 1947.1 3952.9 <br />1.76 1.61 8.06 <br />.007074 5. 5. <br /> <br />5850.0 <br />5075.44 <br />.0 <br />.00 <br />5. <br /> <br />*SECNO 259047.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />DEUQ06.0H2 <br /> <br />7565.0 TYPE= <br />5075.54 5076.24 <br />1209.7 490.5 <br />.098 .035 <br />12 17 <br /> <br />TARGET= <br />.69 <br />.0 <br />.000 <br />o <br /> <br />1715.000 <br />.06 <br />954.3 <br />.000 <br />.00 <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1. 43 <br /> <br />.01 <br />281. 6 <br />5071. 00 <br />1031. 98 <br /> <br />5080.20 <br />5080.80 <br />6138.76 <br />7296.02; <br /> <br />I <br /> <br />3470 ENCROACHMENT STATIONS= 7300.0 8555.0 TYPE~ TARGET= 1255.000 i <br />259047.000 7.24 5081.24 .00 5081.25 5081. 73 .49 5.43 .06 5082.00 <br />5900.0 17 .8 5512.3 369.9 55.7 951.7 310.8 992.3 303.9 5080.30 <br />1. 82 .32 5.79 1.19 .098 .035 .080 .000 5074.00 7300.00 <br />.003440 1000. 1165. 1170. 3 0 0 .00 796.68 8551.20 <br /> <br />*SECNO 260587.000 <br /> <br />3470 ENCROACHMENT STATIONS~ 6755.0 <br />ELENCL= 5091.10 ELENCR= 100000.00 <br />260587.000 5.56 5088.16 .00 <br />6400.0 345.4 6031.4 23.2 <br />1.89 2.96 6.59 .43 <br />.006240 1360. 1540. 1260. <br /> <br />8420.0 <br /> <br />TARGET= <br /> <br />-6755.000 <br /> <br />7.00 <br />1033.3 <br />.000 <br />.00 <br /> <br />.08 <br />328.5 <br />5082.60 <br />741. 95 <br /> <br />5087.90 <br />5088.00 <br />6759.59 <br />7501. 54 <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 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 />1490 NH CARD USED <br />*SECNO 261587.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />TYPE= <br /> <br />5088.15 <br />116.7 <br />.060 <br />4 <br /> <br />5088.81 <br />914.6 <br />.035 <br />o <br /> <br />.64 <br />53.8 <br />.080 <br />o <br /> <br />3470 ENCROACHMENT STATIONS= 6250.0 7200.0 TYPE= TARGET~ 950.000 <br />261587.000 6.26 5093.56 .00 5093.57 5094.02 .46 5.16 .06 5094.00 <br />6400.0 3470.1 2929.9 .0 1106.0 404.9 .0 1061. 8 342.7 5094.00 <br />1. 94 3.14 7.24 .00 .057 .035 .000 .000 5087.30 6517.59 <br />.004531 920. 1000. 820. 3 0 0 .00 608.14 7148.25 <br /> <br />CCHV= .300 CEHV= .500 <br />1490 NH CARD USED <br />*SECNO 262277.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />3470 ENCROACHMENT STATIONS= <br />262277.000 5.53 5097.03 <br />6400.0 2519.7 3880.3 <br />1.97 2.82 8.49 <br />.005317 460. 690. <br /> <br />5750.0 <br />5097.03 <br />.0 <br />.00 <br />820. <br /> <br />*SECNO 262287.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />6980.0 TYPE= <br />5097.03 5097.76 <br />892.8 457.1 <br />.048 .035 <br />3 14 <br /> <br />TARGET= <br />.73 <br />.0 <br />.000 <br />o <br /> <br />-5750.000 <br />2.85 <br />1079.2 <br />.000 <br />.00 <br /> <br />.14 <br />350.8 <br />5091.50 <br />839.25 <br /> <br />5098.00 <br />5098.00 <br />5750.00 <br />6645.0~ <br /> <br />3470 ENCROACHMENT STATIONS= 5750.0 6980.0 TYPE~ TARGET= -5750.000 <br />262287.000 6.05 5097.55 .00 5097.54 5097.91 .35 .04 .11 5098.00 <br />6400.0 3201.8 3198.2 .0 1293.9 508.8 .0 1079.6 351. 0 5098.00 <br />1. 97 2.47 6.29 .00 .050 .035 .000 .000 5091. 50 5750.00 <br />.003119 10. 10. 10. 4 0 0 .00 873.22 6648.60 <br /> <br />1490 NH CARD USED <br />1 <br /> <br />06FEB06 <br /> <br />09:17:31 <br /> <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 />*SECNO 263387.000 <br /> <br />. <br /> <br />PAGE 43 <br /> <br />. <br /> <br />PAGE <br /> <br />44 <br /> <br />. <br /> <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective ModeJs\DEUQ06.doc <br /> <br />Page 24 of 65 <br /> <br />Created on 2/6/2006 9: 19 AM <br />
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