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Entry Properties
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 /> I <br />12.26 CALCULATED CHANNEL AREA~ 832. <br /> I <br /> I <br />BAREA TRAPEZOID i ELLC ELTRD WEIRLN <br /> AREA 14956.50 <br />2058. 2696. 4957.80 O. <br /> I <br /> <br />I <br />I <br />I 451.000 <br />I 1. 45 <br />2105.4 <br /> <br />I~:: <br />1 <br />I <br />I <br /> <br />KRATIO ~ Ii' 68 <br /> <br /> <br />I 621. 000 <br />I <br />I <br />I <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RClOOQ06.doc <br /> <br />RCIOOQ06.0H2 <br /> <br />3420 BRIDGE W.S.= <br /> <br />4945.54 BRIDGE VELOCITY= <br /> <br />EGPRS <br /> <br />EGLWC <br /> <br />H3 <br /> <br />QWEIR <br /> <br />QLOW <br /> <br />.00 <br /> <br />4948.53 <br /> <br />o. <br /> <br />10200. <br /> <br />,32 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4951. 00 ELREA= <br />227437,000 11.25 4946.15 .00 4946.15 4948.53 2.37 <br />10200,0 .0 10200.0 .0 .0 825.2 .0 <br /> 1. 76 .00 12,36 .00 .000 .035 .000 <br />.00877 5 120. 40, 40. 0 0 0 <br />'SECNO 228117.000 <br />3301 HV CHANGED MORE THAN HVINS <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ <br />228117.000 12.79 4950.29 4946.08 4950,29 4951. 50 1. 21 <br />10200.0 84,0 10116.0 ,0 70.9 1142 . 4 .0 <br /> 1. 78 1.19 8.85 ,00 ,061 ,035 ,000 <br />.002157 630. 680. 640. 3 15 0 <br />'SECNO 228637,000 <br />3301 HV CHANGED MORE THAN HVINS <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4958.00 ELREA= <br />228637,000 11.91 4951. 91 4947.49 4951,91 4952.55 .64 <br />10200.0 .0 10200.0 .0 .0 1586.1 .0 <br /> 1.80 .00 6.43 .00 .000 .035 .000 <br />,001365 580. 520, 420. 2 14 0 <br />o 9MARO 6 16:05:36 <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV <br />Q QLOB QCH QROB ALOB ACH AROB <br />TIME VLOB VCH VROB XNL XNCH XNR <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT <br />'SECNO 228687.000 <br />CLASS A LOW FLOW <br />3420 BRIDGE W.S.= 4952,40 BRIDGE VELOCITY~ 5.17 CALCULATED <br />EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID <br /> AREA <br /> .00 4952.55 .01 0, 10200. 2174. 2334. <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4958.00 ELREA= <br />228687,000 10.91 4951. 91 .00 4951. 91 4952.55 .60 <br />10200.0 .0 10200.0 .0 ,0 1642,3 .0 <br /> 1. 80 .00 6.21 .00 ,000 ,035 ,000 <br />.001265 50, 50. 50. 0 0 0 <br /> <br />'SECNO 229322.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = <br /> <br />3470 ENCROACHMENT STATIONS= <br />229322.000 11.71 4952.71 <br />10200,0 1290.2 8909,8 <br />1.82 2.82 12,03 <br />.005309 610, 635. <br /> <br />7345.0 <br />4952,06 <br />.0 <br />.00 <br />655. <br /> <br />TARGET= <br />1.98 <br />.0 <br />.000 <br />o <br /> <br />7796.0 TYPE= <br />4952,71 4954.69 <br />457.8 740.6 <br />.083 .035 <br />3 5 <br /> <br />'SECNO 229477.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3302 WARNING: <br /> <br />CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, <br /> <br />3470 ENCROACHMENT S TAT I ONS~ <br />1 <br /> <br />7175.0 <br /> <br />TYPE= <br /> <br />TARGET= <br /> <br />7796,0 <br /> <br />09MAR06 <br /> <br />16:05:36 <br /> <br />Page 30 of 49 <br /> <br />. <br /> <br />I <br />4954.00 <br />I <br />! .63 <br />2050,3 <br />i .000 <br />I .00 <br />i <br />I <br /> <br />.00 <br />649.2 <br />4934.90 <br />147.46 <br /> <br />4951. 00 <br />4954.00 <br />8209.54 <br />8357.00 <br /> <br />I <br /> <br />I <br />2 J02 <br /> <br />I 2.62 <br />2066.2 <br />I .000 <br />! .00 <br /> <br />.35 <br />651. 8 <br />4937.50 <br />194.31 <br /> <br />4949.00 <br />4962.00 <br />7305.52 <br />7499.84 <br /> <br />4958.00 <br /> I <br /> I 4958.00 <br /> I .88 .17 <br />~083. 0 654.2 4958,00 <br /> .000 4940.00 6737.18 <br /> .00 185.84 6923.02 <br /> i PAGE 54 <br /> I <br /> I <br />I <br />HL OLOSS L-BANK ELEV <br />VOL TWA R-BANK ELEV <br />WTN , ELMIN SSTA <br />CORAR TOPWID ENDST <br />! <br />I <br />I <br />I <br />CHANNEL AREA= 1868. <br />I <br />! ELLC EL TRD WEIRLN <br /> <br />. <br /> <br />14954.60 <br /> <br />I <br />I <br />4959.00 <br />! <br />I ,00 <br />2084,8 <br />I .000 <br />I .00 <br />I <br />I <br /> <br />I <br /> <br />1.49 <br /> <br />4959.00 <br /> <br />O. <br /> <br />,00 <br />654.4 <br />4941. 00 <br />193.10 <br /> <br />4958.00 <br />4959.00 <br />6714.19 <br />6907.29 <br /> <br />.69 <br />657.7 <br />4941.00 <br />272.47 <br /> <br />4948.00 <br />4958.00 <br />7388,18 <br />7660.65 <br /> <br />PAGE <br /> <br />55 <br /> <br />. <br /> <br />Created on 3/9/2006 4:06 PM <br />
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