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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 />.001759 <br /> <br />50. <br /> <br />. SECNO 229322,000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />50. <br /> <br />RCIOOQ06.0H2 <br /> <br />50. <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = <br /> <br />3470 ENCROACHMENT STATIONS= 7345,0 7796.0 TYPE= TARGET~ <br />229322,000 8.57 4949.57 4948.76 4949.57 4951. 52 1.94 <br />5450.0 77.7 5372 . 3 ,0 63.7 476.7 ,0 <br />2,04 1.22 11.27 .00 .083 .035 .000 <br />.006634 610. 635. 655. 3 8 0 <br /> <br />09MAR06 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 roc ICONT <br /> <br />'SECNO 229477.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3470 ENCROACHMENT STATIONS~ <br />229477.000 9.78 4951,78 <br />5450.0 49.6 5400.4 <br />2.04 .69 7.22 <br />.003509 165. 155. <br /> <br />'SECNO 229757,000 <br /> <br />3470 ENCROACHMENT STATIONS~ <br />229757,000 7.70 4952.70 <br />5450.0 .0 5450.0 <br />2.05 .00 7.79 <br />.003507 255. 280, <br /> <br />.SECNO 229997.000 <br /> <br />7175.0 <br />4948.90 <br />.0 <br />.00 <br />160. <br /> <br />1130.0 <br />4950.58 <br />.0 <br />.00 <br />285. <br /> <br />7796.0 TYPE= <br />4951.78 4952.59 <br />71.6 747.5 <br />.083 .035 <br />3 11 <br /> <br />1373.0 TYPE~ <br />4952.69 4953.64 <br />.0 699.2 <br />.000 .035 <br />3 11 <br /> <br />TARGET= <br />.80 <br />.0 <br />.000 <br />o <br /> <br />TARGET= <br />.94 <br />.0 <br />.000 <br />o <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = <br /> <br />TARGET~ <br /> <br />3470 ENCROACHMENT STATIONS= <br /> <br />8170.1 <br /> <br />8361.1 TYPE= <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />5012,20 ELREA= <br /> <br />229997.000 11. 98 4953.78 4949.22 4953.78 4954,26 <br />5450.0 ,0 5450.0 .0 ,0 975.3 <br />2.06 .00 _ 5,59 .00 .000 .035 <br />.001317 235, 240. 215. 4 8 <br />.SECNO 230017.000 <br />1 <br />09MAR06 16:05:36 <br />SECNO DEPTH CWSEL CRIWS WSELK EG <br />Q QLOB QCH QROB ALOB ACH <br />TIME VLOB VCH VROB XNL XNCH <br />SLOPE XLOBL XLCH XLOBR I TRIAL IDC <br /> <br />CLASS A LOW FLOW <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />i <br />I <br />1 <br />I <br />I <br />.51 <br />1 <br />I <br /> <br />I 451. 000 <br />: 1. 95 <br />1234,7 <br />i .000 <br />.00 <br /> <br />I <br />, <br />I <br />I <br />i <br />I <br />I <br />HL <br />VOL <br />WTN <br />CpRAR <br /> <br />I <br />I <br /> <br />I <br />I 621. 000 <br />I .73 <br />1:237.2 <br />I .000 <br />.00 <br /> <br />243.000 <br />.98 <br />~242, 0 <br />II .000 <br />.00 <br /> <br />i <br />I <br />I <br />1,163 <br />I <br />i <br />I 191.000 <br />I <br />100000.00 <br /> <br />.48 <br />.0 <br />.000 <br />o <br /> <br />.49 <br />1246.6 <br />I .000 <br />.00 <br /> <br />.00 <br /> <br />175.78 <br /> <br />I <br />I <br />1 <br />HL <br />VOL <br />WTN <br />CORAR <br />I <br />! <br />! <br /> <br />.73 <br />455,8 <br />4941. 00 <br />169,24 <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />.34 <br />456.7 <br />4942.00 <br />298.73 <br /> <br />.07 <br />458.0 <br />4945.00 <br />125.20 <br /> <br />.14 <br />458.7 <br />4941.80 <br />136, 60 <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />EGPRS <br /> <br />EGLWC <br /> <br />H3 <br /> <br />4954.15 BRIDGE VELOCITY= <br /> <br />QLOW <br /> <br />BAREA <br /> <br />1 <br />CALCULATED CHANNEL AREA= <br />I <br /> <br />ELLC <br />14964,40 <br />I <br />1 <br />I <br />i 212,100 <br />I <br />109000.00 <br />I <br />I .07 <br />1247,1 <br />II .000 <br />,00 <br />I <br />I <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RClOOQ06.doc <br />Page 24 of 49 I Created on 3/9/2006 4 :06 PM <br />I <br /> <br />I <br /> <br />3420 BRIDGE W.S.= <br /> <br />.00 <br /> <br />4954,34 <br /> <br />3470 ENCROACHMENT STATIONS= <br /> <br />QWEIR <br /> <br />.05 <br /> <br />8130.0 <br /> <br />4.86 <br /> <br />O. <br /> <br />5450. <br /> <br />2803. <br /> <br />8342,1 <br /> <br />TYPE~ <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELLEA= <br /> <br />4967.60 ELREA= <br /> <br />230017.000 <br />5450.0 <br />2.06 <br />.001461 <br /> <br />4953.83 <br />5450,0 <br />5.72 <br />20. <br /> <br />11.23 <br />,0 <br />,00 <br />20. <br /> <br />.00 <br />,0 <br />.00 <br />20. <br /> <br />4953,.83 <br />,0 <br />.000 <br />o <br /> <br />4954.34 <br />953.4 <br />.035 <br />o <br /> <br />TRAPEZOID <br />AREA <br />2850. <br /> <br />TARGET= <br /> <br />.51 <br />.0 <br />,000 <br />o <br /> <br />.00 <br />458.8 <br />4942.60 <br />141. 43 <br /> <br />6898.33 <br /> <br />. <br /> <br />4948.00 <br />4958.00 <br />7476.29 <br />7645,53 <br /> <br />PAGE <br /> <br />42 <br /> <br />L- BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST <br /> <br />4952.00 <br />4960.00 <br />7248.15 <br />7635.81 <br /> <br />4953.00 <br />4960.00 <br />1197,20 <br />1322.40 <br /> <br />. <br /> <br />5012.20 <br />100000.00 <br />8202.67 <br />8339.28 <br /> <br />PAGE <br /> <br />43 <br /> <br />L-BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST <br /> <br />1066, <br /> <br />ELTRD <br /> <br />WEIRLN <br /> <br />4964.00 <br /> <br />O. <br /> <br />4967.60 <br />100000.00 <br />8164.15 <br />8305.58 <br /> <br />. <br />
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