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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 />RCIOOQ06.0H2 <br /> <br />.00 4961. 81 <br /> <br />o. <br /> <br />5450, <br /> <br />BAREA TRAPEZOID <br />AREA <br />2076. 1976. <br /> <br />EGPRS EGLWC <br /> <br />H3 <br /> <br />QLOW <br /> <br />QWEIR <br /> <br />.01 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA~ <br /> <br />4962.00 ELREA= <br /> <br />230897.000 <br />5450.0 <br />2.12 <br />.000781 <br /> <br />9.02 <br />.0 <br />.00 <br />80. <br /> <br />.00 <br />.0 <br />.00 <br />80. <br /> <br />4961.62 <br />.0 <br />.000 <br />o <br /> <br />4961.81 ,18 <br />1584.7 .0 <br />.035 .000 <br />o 0 <br /> <br />4961. 62 <br />5450. 0 <br />3.44 <br />80. <br /> <br />'SECNO 231007.000 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />4966. 00 ELREA~ <br /> <br />231007,000 11. 40 4961. 80 4958.23 4961.80 4961. 89 <br />5450.0 .0 5450,0 .0 .0 2183.8 <br />2.13 .00 2.50 .00 .000 ,035 <br />,000413 110. 110. 110. 3 9 <br />'SECNO 231022.000 <br />CLASS A LOW FLOW <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 />HV <br />AROB <br />XNR <br />ICONT <br /> <br />I <br />I <br />i ELLC <br />1 <br />4963.40 <br />I <br />I <br />, <br />i <br />4966,00 <br />I <br />I .03 <br />1267.5 <br />1.000 <br />I .00 <br />I <br /> <br />.10 <br />,0 <br />.000 <br />o <br /> <br />I <br />1 <br />I <br />49[0,00 <br /> <br />i .06 <br />12r2.2 <br />i 000 <br />,00 <br /> <br />4963.40 <br /> <br />.00 <br />463.9 <br />4952.60 <br />319.20 <br /> <br />.03 <br />464.9 <br />4950,40 <br />441. 54 <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />EL TRD <br /> <br />WEIRLN <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />o. <br /> <br />4964.00 <br />4966.00 <br />7708.91 <br />8028.12 <br /> <br />4966.00 <br />4970,00 <br />7904.45 <br />8346.00 <br /> <br />L-BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST <br /> <br /> I <br /> I <br />3420 BRIDGE W.S.~ 4961. 73 BRIDGE VELOCITY= 3.21 CALCULATED CHANNEL AREA= 1696. <br /> I <br />EGPRS EGLWC H3 QWE IR QLOW BAREA TRAPEZOID ! ELLC ELTRD WE IRLN <br /> AREA I <br />,00 4961.94 ,02 O. 5450. 4971. 4639. 4969.50 4966.00 O. <br /> I <br /> I <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4966.00 ELREA= 4~70. 00 <br /> <br />231022.000 11.11 4961. 81 .00 4961.81 4961. 94 .12 I .04 <br /> 5450.0 .0 5450.0 .0 .0 1957.4 .0 1272.9 <br /> 2.13 .00 2.78 .00 .000 .035 .000 i.OOO <br />.000594 15. 15. 15. 0 0 0 1 .00 <br /> I <br /> I <br />'SECNO 232222.000 i <br />3495 OVERBANK AREA AS SUMED NON-EFFECTIVE, ELLEA= 4964.00 ELREA= 4964.90 <br />232222.000 4962.71 ,19 I .75 <br />6,03 4962.53 4958,89 4962.53 I <br /> 5450.0 .0 5450.0 .0 .0 1564.3 .0 1321. 4 <br /> 2,22 .00 3.48 .00 .000 .035 .000 i .000 <br />.000650 320. 1200. 1470. 3 17 0 .00 <br /> I <br /> I <br />'SECNO 232227.000 1 <br /> I <br />3301 HV CHANGED MORE THAN HVINS I <br /> i <br />7185 MINIMUM SPECIFIC ENERGY I <br />3720 CRITICAL DEPTH ASSUMED i <br /> I <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4964.00 ELREA= 4~64.90 <br /> <br />i .01 <br />1321. 6 <br />I .000 <br />1 .00 <br /> <br />I <br />I <br />! <br />ill. <br />VOL <br />WTN <br />r <br />I <br />I <br /> <br />KRATIO = 2.!81 <br />I <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Modeis\Revised Models\RCIOOQ06.doc <br /> <br />232227.000 <br />5450.0 <br />2.22 <br />.010927 <br /> <br />2,66 <br />42.4 <br />.56 <br />5, <br /> <br />4964.16 <br />5407,6 <br />7,73 <br />5. <br /> <br />4964,16 <br />.0 <br />.00 <br />5, <br /> <br />4964.16 <br />76,4 <br />.083 <br />o <br /> <br />4965.08 <br />699.4 <br />.035 <br />14 <br /> <br />'SECNO 233367.000 <br />1 <br /> <br />o 9MARO 6 <br /> <br />16:05:36 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />WSELK <br />ALOB <br />XNL <br />ITRIAL <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3302 WARNING: <br /> <br />CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />Page 26 of 49 <br /> <br />.92 <br />.0 <br />,000 <br />o <br /> <br />.00 <br />465.0 <br />4950.70 <br />441. 40 <br /> <br />.03 <br />474.7 <br />4956,50 <br />259.87 <br /> <br />.37 <br />474.8 <br />4961. 50 <br />772 .10 <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />4966.00 <br />4970.00 <br />7904.65 <br />8346.06 <br /> <br />4964.00 <br />4964,90 <br />9230.20 <br />9490.07 <br /> <br />4964.00 <br />4964.90 <br />8717.97 <br />9490.08' <br /> <br />L-BANK <br />R-BANK <br />SSTA <br />ENDST <br /> <br />ELEV <br />ELEV <br /> <br />. <br /> <br />PAGE 46 <br /> <br />. <br /> <br />PAGE <br /> <br />47 <br /> <br />.. <br /> <br />Created on 3/9/2006 4:06 PM <br />
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