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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 />SB XK <br />1.25 <br /> <br />BWC <br />83.00 <br /> <br />BAREA <br />960.00 <br /> <br />ELCHU ELCHD <br />4987.90 4987.90 <br /> <br />XKOR <br />1.56 <br /> <br />RDLEN <br />.00 <br /> <br />BWP <br />1.00 <br /> <br />SS <br />.00 <br /> <br />COFQ <br />2.60 <br /> <br />*SECNO 241267.000 <br />"ERROR" ELTRD .LT. MIN ROAD ELEV, ELTRD SET EQUAL TO MIN ROAD ELEV <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />PRES SURE FLOW <br /> <br />EGPRS EGLWC <br /> <br />H3 QWEIR <br /> <br />BAREA TRAPEZOID <br />AREA <br />960. 935. <br /> <br />ELLC EL TRD <br /> <br />QPR <br /> <br />5002.15 5001.39 <br /> <br />10500. <br /> <br />4999.30 5002.50 <br /> <br />.15 O. <br /> <br />I <br />WEIRLN <br />i <br /> <br />3470 ENCROACHMENT STATIONS= 7580.0 8878.1 TYPE= TARGET= 1298.100 <br />241267.000 12.78 5000.68 .00 .00 5002.15 1. 47 .85 .00 5003.00 <br />10500.0 328.7 10171. 3 .0 199.9 1028.6 .0 989.2 308.6 100000.00 <br /> .93 1. 64 9.89 .00 .048 .035 .000 .000 4987.90 7938.17 <br />.0026.44 30. 30. 30. 3 0 0 .00 393.69 8878.08 <br />CCHV= .300 CEHV= .700 <br />*SECNO 241567.000 <br />3265 DIVIDED FLOW <br />3470 ENCROACHMENT S TAT I ONS= 7580.0 8878.1 TYPE= TARGET= 1298.100 <br />241567.000 11. 58 5001. 48 .00 .00 5003.43 1. 95 .94 .34 5005.00 <br />10500.0 59.4 10440.6 .0 38.1 928.4 .0 996.6 310.4 100000.00 <br /> .93 1. 56 11. 25 .00 .048 .035 .000 .000 4989.90 7950.24 <br />.003803 300. 300. 300. 2 0 0 .00 134.71 8878.08 <br />*SECNO 242227.000 <br />1 <br />06FEB06 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 I CONT CORAR TOPWID ENDST, <br />3470 ENCROACHMENT STATIONS= .0 7830.0 TYPE= TARGET= 7829.999 i <br />242227.000 11.14 5004.14 .00 .00 5006.47 2.33 2.78 .26 5008.76 <br />10500.0 .0 10500.0 .0 .0 857.5 .0 1010.5 311. 9 5008.00 <br /> .95 .00 12.25 .00 .000 .035 .000 .000 4993.00 7602.03 <br />.004687 450. 660. 130. 2 0 0 .00 77 .05 7679.08 <br /> <br />*SECNO 242237.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3685 20 TRIALS ATTEMPTED WSEL,CWSEL <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />3470 ENCROACHMENT STATIONS= .0 7830.0 TYPE= TARGET= 7829.999 <br />242237.000 6.88 5009.28 5009.28 .00 5009.85 .57 .06 .53 5008.70 <br />10500.0 4977.9 5092 . 3 429.8 1689.5 622.1 140.7 1010.9 312.1 5008.00 <br />.95 2.95 8.19 3.05 .048 .035 .050 .000 5002.40 5851.54 <br />.007724 10. 10. 10. 20 17 0 .00 1978.46 7830.0p <br /> <br />*SECNO 242247.000 <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, <br /> <br />KRATIO = <br /> <br />1. 76 <br /> <br /> <br />I 7829.999 <br />.04 <br />1011. 5 <br />.000 <br />.00 <br /> <br />3470 ENCROACHMENT STATIONS= <br />242247.000 10.26 5009.66 <br />10500.04666.55457.8 <br />.95 1.98 5.92 <br />.002498 10. 10. <br /> <br />.0 <br />.00 <br />375.6 <br />2.06 <br />10. <br /> <br />7830.0 TYPE= <br />.00 5009.97 <br />2354.6 921.3 <br />.048 .035 <br />4 0 <br /> <br />TARGET= <br />.31 <br />182.3 <br />.050 <br />o <br /> <br />.08 <br />312.6 <br />4999.40 <br />2112.68 <br /> <br />CCHV= .300 CEHV= .500 <br />*SECNO 242627.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />06FEB06 <br /> <br />09:17:31 <br /> <br />5008.7'0 <br />5008.00 <br />5717.32 <br />7830.0:0 <br /> <br />. <br /> <br />o. <br /> <br />PAGE 63 <br /> <br />. <br /> <br />PAGE 64 <br /> <br />. <br /> <br />Page 34 of65 <br /> <br />I <br />P:\COFC2003\IO - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective Models\DEUQ06.doc <br /> <br />Created on 2/6120069: 19 AM <br />
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