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Last modified
11/23/2009 12:41:14 PM
Creation date
7/23/2007 2:03:24 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. - Appedix G.4
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 />EXIOOQ06.0H2 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO <br /> <br />.51 <br /> <br />3470 ENCROACHMENT STATIONS= 7345.0 7796.0 TYPE= TARGET= 451. 000 <br />229322.000 8.57 4949.57 4948.76 4949.57 4951. 52 1. 94 1.95 .73 4948.00 <br />5450.0 77.7 5372.3 .0 63.7 476.7 .0 1234.7 455.8 4958.00 <br />2.04 1.22 11.27 .00 .083 .035 .000 .000 4941. 00 7476.29 <br />.006634 610. 635. 655. 3 8 0 .00 169.24 7645.53 <br /> <br />o 911AR0 6 15:41:12 <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 ELM IN SSTA <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TOPWID ENDST <br /> <br />'SECNO 229477.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3470 ENCROACHMENT STATIONS= 7175.0 7796.0 TYPE= TARGET= 621. 000 <br />229477.000 9.78 4951. 78 4948.90 4951. 78 4952.59 .80 .73 .34 4952.00 <br />5450.0 49.6 5400.4 .0 71. 6 747.5 .0 1237.2 456.7 4960.00 <br />2.04 .69 7.22 .00 .083 .035 .000 .000 4942.00 7248.15 <br />.003509 165. 155. 160. 3 11 0 .00 298.73 7635.81 <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 />1130.0 <br />4950.58 <br />.0 <br />.00 <br />285. <br /> <br />1373. 0 TYPE~ <br />4952.69 4953.64 <br />.0 699.2 <br />.000 .035 <br />3 11 <br /> <br />'SECNO 229997.000 <br /> <br />TARGET~ <br />.94 <br />.0 <br />.000 <br />o <br /> <br />3470 ENCROACHMENT STATIONS= <br /> <br />8361.1 TYPE= <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO <br /> <br />TARG~T= <br /> <br />8170.1 <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 15:41:12 <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 ITRIAL IDC <br /> <br />CLASS A LOW FLOW <br /> <br />3420 BRIDGE W.S.= <br /> <br />4954.15 BRIDGE VELOCITY= <br /> <br />4.86 <br /> <br />EGPRS EGLWC <br /> <br />H3 QWEIR <br /> <br />QLOW <br /> <br />HV <br />AROB <br />XNR <br />I CONT <br /> <br />CALCULATED <br /> <br />243.000 <br />.98 <br />1242.0 <br />.000 <br />.00 <br /> <br />.07 <br />458.0 <br />4945.00 <br />125.20 <br /> <br />.48 <br />.0 <br />.000 <br />o <br /> <br />)"""'.000 <br />TOO~~:O <br /> <br />11246.6 <br />.000 <br />.00 <br /> <br />.14 <br />458.7 <br />4941. 80 <br />136.60 <br /> <br />HL <br />VOL <br />WTN <br /> <br />rORAR <br />I . <br />CHANNEL AREA= <br /> <br />.00 4954.34 <br /> <br />.05 O. <br /> <br />5450. <br /> <br />BAREA TRAPEZOID <br />AREA <br />2803. 2850. <br /> <br />4964.40 <br /> <br />3470 ENCROACHMENT STATIONS= <br /> <br />8130.0 <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 />.0 <br />.000 <br />o <br /> <br />4954.34 <br />953.4 <br />.035 <br />o <br /> <br />11. 23 <br />.0 <br />.00 <br />20. <br /> <br />4953.83 <br />5450.0 <br />5.72 <br />20. <br /> <br />.00 <br />.0 <br />.00 <br />20. <br /> <br />'SECNO 230193.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />TARGET= <br /> <br />ELLC <br /> <br />I 212.100 <br />100000.00 <br /> <br />.51 <br />.0 <br />.000 <br />o <br /> <br />.00 <br />458.8 <br />4942.60 <br />141. 43 <br /> <br />4953.00 <br />4960.00 <br />1197.20 <br />1322.40 <br /> <br />5012.20 <br />100000.00 <br />8202.67 <br />8339.28 <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />L-BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST <br /> <br />O. <br /> <br />P:\COFC2003\1O - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Existing Models\EXIOOQ06.doc <br /> <br />Page 24 of 49 <br /> <br />.07 <br />1247.1 <br />.000 <br />.00 <br /> <br />1066. <br /> <br />ELTRD <br /> <br />WEIRLN <br /> <br />4964.00 <br /> <br />4967.60 <br />100000.00 <br />8164.15 <br />8305.58 <br /> <br />. <br /> <br />PAGE 42 <br /> <br />. <br /> <br />PAGE 43 <br /> <br />. <br /> <br />Created on 3/9/2006 3:42 PM <br />
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