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Last modified
11/23/2009 12:41:14 PM
Creation date
7/23/2007 2:02:09 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.5
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 /> RCIOOQ06,QH2 <br /> . SECNO 231022.000 <br /> CLASS A LOW FLOW <br />. 3420 BRIDGE W.S.= 4964.27 BRIDGE VELOCITY= 4.08 CALCULATED CHANNEL AREA= 2498. <br />EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN <br /> AREA <br /> .00 4964.55 .02 O. 10200. 4971. 4639. 4969.50 4966.00 O. <br /> 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4966.00 ELREF.= 4970.00 <br /> 231022.000 13.68 4964.38 .00 4964.38 4964.55 .16 .05 .00 4966.00 <br /> 10200.0 .0 10200.0 .0 .0 3136.5 .0 2184.8 683.8 4970.00 <br /> 1. 90 .00 3.25 .00 .000 .035 .000 .000 4950.70 7862.87 <br /> .000501 15. 15. 15. 0 0 0 .00 492.91 8355.77 <br /> 09MAR06 16:05:36 PAGE 59 <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 232222.000 <br /> 3265 DIVIDED FLOW <br /> 232222.000 8.55 4965.05 4960.12 4965.05 4965.32 .27 .72 .05 4964.00 <br /> 10200.0 249.4 9698.9 251. 7 500.3 2263.3 458.3 22 68.8 706.3 4964.90 <br /> 1.98 .50 4.29 .55 .083 .035 .066 .000 4956.50 8706.88 <br /> .000734 320. 1200. 1470. 3 14 0 .00 1361.99 10542.11 <br /> 'SECNO 232227.000 <br /> 3265 DIVIDED FLOW <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 7185 MINIMUM SPECIFIC ENERGY <br /> 3720 CRITICAL DEPTH ASSUMED <br />. 232227.000 3.67 4965.17 4965.17 4965.17 4966.02 .86 .01 .29 4964.00 <br />10200.0 964.3 8228.5 1007.2 557.5 1001. 3 527.6 2269.1 706.5 4964.90 <br /> 1.98 1. 73 8.22 1. 91 .083 .035 .066 .000 4961. 50 8705.40 <br />.007676 5. 5. 5. 0 18 0 .00 1379.09 10553.04 <br /> 'SECNO 233367.000 <br /> 3265 DIVIDED FLOW <br /> 3302 WARNING: CONVEYANCE CHANGE OUT SIDE OF ACCEPTABLE RANGE, KRATIO = 2.06 <br /> 233367.000 10.62 4969.32 4968.58 4969.32 4969.79 .47 3.65 .12 4966.80 <br /> 10200.0 3417.7 5374 .3 1408.0 1591.4 730.7 1126.3 2337.3 739.2 4966.20 <br /> 2.05 2.15' 7.35 1.25 .055 .035 .083 .000 4958.70 8516.93 <br /> .001815 1105. 1140. 965. 3 22 0 .00 1344.61 9919.37 <br /> 'SECNO 234557.000 <br /> 3265 DIVIDED FLOW <br /> 09MARO 6 16:05:36 PAGE 60 <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 /> 3301 HV CHANGED MORE THAN HVINS <br /> 7185 MINIMUM SPECIFIC ENERGY <br /> 3720 CRITICAL DEPTH ASSUMED <br /> 234557.000 9.04 4972.34 4972.34 4972.34 4973.65 1. 31 2.75 .42 4968.00 <br /> 10200.0 1398.3 7931. 6 870.2 767.5 763.1 550.7 2402.2 766.6 4968.00 <br /> 2.08 1. 82 10.39 1. 58 .075 .035 .075 .000 4963.30 8356.74 <br /> .003604 920. 1190. 1020. 0 12 0 .00 1087.34 9605.95 <br /> *SECNO 235947.000 <br />. 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4979.00 ELREA= 4978.50 <br />235947.000 11. 4 8 4977.38 4975.16 4977.38 4978.64 1.26 4.97 .02 4978.90 <br /> 10200.0 .0 10200.0 .0 .0 1132.0 .0 2454.2 787.1 4978.50 <br /> P:\COFC2003\1O - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCIOOQ06.doc <br /> Page 33 of 49 Created on 3/9/2006 4:06 PM <br />
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