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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 /> 222452.000 9.54 4930.94 .00 .00 4931.30 .30 .00 .00 4928.80 <br /> 5370.0 7.6 4693.3 669.1 8.4 1001.9 543.6 143.7 54.0 4927.60 <br /> .25 .91 4.68 1.23 .065 .035 .090 .000 4921.40 11178.80 <br /> .000985 75. 75. 75. 0 0 0 .00 308.98 11487.78 <br />. *SECNO 223617.000 <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 7185 MINIMUM SPECIFIC ENERGY <br /> 3720 CRITICAL DEPTH ASSUMED <br /> 3470 ENCROACHMENT STATIONS~ .0 10400.0 TYPE~ TARGET= 10400.000 <br /> 223617.000 5.10 4933.30 4933.30 .00 4934.93 1. 62 2.75 .66 4934.40 <br /> 5370.0 .0 5370.0 .0 .0 525.2 .0 169.3 59.7 4934.00 <br /> .28 .00 10.23 .00 .000 .035 .000 .000 4928.20 10125.23 <br /> .012612 1300. 1165. 800. 4 11 0 .00 163.37 10288.60 <br /> CCHV= .300 CEHV~ .500 <br /> *SECNO 224597.000 <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 2.47 <br /> 224597.000 9.68 4938.98 .00 .00 4939.37 .40 4.08 .37 4938.00 <br /> 5370.0 1160.2 4209.8 .0 834.6 744.7 .0 192.3 73.0 4960.00 <br /> .34 1.39 5.65 .00 .046 .035 .000 .000 4929.30 9394.08 <br /> .002070 910. 980. 880. 6 0 0 .00 1089.00 10483.08 <br /> CCHV~ . 300 CEHV~ .500 <br /> *SECNO 226167.000 <br /> 1 <br /> 06FEB06 09:17:31 PAGE 23 <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 ELM IN SSTA <br /> SLOPE XLOBL XLCH XLOBR I TRIAL IDC I CONT CORAR TOPWID ENDST <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 <br />. 226167.000 9.43 4941.03 .00 .00 4941.43 .40 2.06 .00 4941. 90 <br /> 5370.0 .0 5275. 9 94.1 .0 1031. 0 118.5 234.7 89.9 4939.30 <br /> .42 .00 5.12 .79 .000 .035 .053 .000 4931. 60 9001.69 <br />.000978 900. 1570. 1360. 2 0 0 .00 270.67 9272.36 <br /> CCHV~ .300 CEHV~ .500 <br /> *SECNO 227397.000 <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .33 <br /> 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4949.30 ELREA= 4956.50 <br /> 227397.000 8.17 4943.07 .00 .00 4944.81 1. 74 2.71 .67 4949.30 <br /> 5370. 0 .0 5370.0 .0 .0 506.6 .0 258.1 95.3 4956.50 <br /> .45 .00 10.60 .00 .000 .035 .000 .000 4934.90 8418.81 <br /> .008881 900. 1230. 1200. 3 0 0 .00 115.05 8533.86 <br /> SPECIAL BRIDGE <br /> SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD <br /> 1.25 1.56 2.60 .00 35.00 2.00 2058.00 4.25 4934.90 4934.90 <br /> *SECNO 227437.000 <br /> CLASS A LOW FLOW <br /> 3420 BRIDGE W.S.~ 4942.88 BRIDGE VELOCITY= 10.06 CALCULATED CHANNEL AREA= 534. <br /> EGPRS EGLWC H3 QWE IR QLOW BAREA TRAPEZOID ELLC EL TRD WEIRLN <br /> AREA <br /> .00 4945.18, .35 O. 5370. 2058. 2696. 4956.50 4957.80 O. <br /> 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4951.10 ELREA= 4954.00 <br /> 06FEB06 09:17:31 PAGE 24 <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 />II TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br /> P:\COFC2003\10 - Oxbow LeveeILOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective Models\DEUQ06.doc <br /> <br />Page 13 of65 <br /> <br />Created on 2/6/20069: 19 AM <br />
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