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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,OH2 <br /> 2.13 .00 9.01 .00 .000 .035 .000 .000 4965.90 8484.68 <br /> .003521 1550, 1390. 1270. 3 8 0 ,00 163.27 8647.95 <br />'SECNO 237147.000 . <br />3301 HV CHANGED MORE THAN HVINS <br />3470 ENCROACHMENT STATIONS= .0 8200.0 TYPE= TARGET= 8199.999 <br />237147.000 10,10 4981. 90 4980.06 4981. 90 4983.91 2.01 4.89 .37 4986.00 <br /> 10200.0 .0 10200,0 .0 ,0 897.6 .0 2482.1 790.9 4983.90 <br /> 2.16 ,00 11.36 .00 .000 .035 .000 I .000 4971.80 7910.25 <br /> .004775 950. 1200. 1050. 3 19 0 I ,00 113.40 8023.64 <br /> I <br /> I <br />'SECNO 237497.000 I <br />3301 HV CHANGED MORE THAN HVINS ! <br /> I <br /> I <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4993.50 ELREA= 4993.30 <br /> I <br />237497,000 12,17 4983.97 4980.86 4983.97 4985.43 1. 46 i 1.35 .17 4993.50 <br /> 10200.0 ,0 10200.0 ,0 .0 1053,7 .0 ~490, 0 791.8 4993.30 <br /> 2.17 .00 9.68 .00 .000 .035 .000 .000 4971.80 7700.08 <br /> .003194 370. 350. 300. 4 11 0 .00 119.94 7820.02 <br /> 09MAR06 16:05:36 PAGE 61 <br />TlREVISED (1988) DISCHARGES RUN IN MODIFIED MODEL <br />T2EXTENS ION TO POUDRE RIVER FLOOD INSURANCE STUDY <br />T3CACHE LA POUDRE RIVER ---100 YEAR EVENT <br />J1 ICHECK INQ NINV IDIR STRT METRIC HVINS WSEL FQ <br /> 0 4855.49 <br />J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE <br /> I <br /> I <br /> 15 -1 -1 i <br /> t <br />'SECNO 218012.000 , <br />218012.000 9.27 4924.17 4923.77 4924.17 4924.71 .53 : 1. 88 .12 4922.00 <br /> 13300.0 7417,8 5882.2 .0 2476.9 723.5 .0 i946.6 538.2 4924.50 <br /> 1. 31 2.99 8.13 .00 .040 .035 .000 I .000 4914.90 8589.13 <br /> .002423 600. 812. 400. 3 9 0 I .00 1498.97 10088.10 . <br /> I <br /> I <br />*SECNO 218017.000 I <br />7185 MINIMUM SPECIFIC ENERGY i <br />3720 CRITICAL DEPTH ASSUMED 1 <br />218017.000 6.63 4924.53 4924.53 4924,53 4925.26 .72 I .02 .10 4924.50 <br /> 13300.0 8244.5 5055.5 .0 2014.6 517,3 .0 1946.9 538.3 4924.50 <br /> 1. 31 4.09 9.77 .02 .040 .035 .000 i ,000 4917.90 8567.34 <br /> ,005229 5. 5. 5. 0 14 0 .00 1520.83 10088.17 <br />'SECNO 218990.000 <br />3265 DIVIDED FLOW <br /> <br />KRATIO = 1.'91 <br />! <br />I 1.61 <br />1994.8 <br />I ,000 <br />I .00 <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />i <br />i <br />i <br />, <br />IlL <br />VOL <br />WTN <br />CORAR <br /> <br />L <br /> <br />I <br />I 1.61 <br />2057.1 <br />I .000 <br />I ,00 <br />I <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCI00Q06.doc <br /> <br />Page 34 of 49 I ' Created on 3/912006 4:06 PM <br /> <br />I <br />! <br /> <br />3302 WARNING: <br /> <br />CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, <br /> <br />218990.000 <br />13300.0 <br />1.36 <br />.001431 <br /> <br />.33 <br />362,1 <br />,090 <br />o <br /> <br />4925.27 <br />606,3 <br />1. 67 <br />1200. <br /> <br />4926.66 <br />3981. 0 <br />.070 <br />3 <br /> <br />4926.98 <br />861.6 <br />.035 <br />9 <br /> <br />9.56 <br />6936.0 <br />1. 74 <br />400. <br /> <br />4926.66 <br />5757.7 <br />6.68 <br />973. <br /> <br />'SECNO 219777,000 <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />09MAR06 <br /> <br />16:05:36 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />EG <br />ACH <br />XNCH <br />roc <br /> <br />HV <br />AROB <br />XNR <br />I CONT <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />WSELK <br />ALOB <br />XNL <br />ITRIAL <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />3302 WARNING: <br /> <br />CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, <br /> <br />KRATIO = <br /> <br />219777,000 <br />13300.0 <br />1.38 <br />.003968 <br /> <br />4927.89 <br />1131. 9 <br />,070 <br />3 <br /> <br />4928.96 <br />682.4 <br />,035 <br />8 <br /> <br />1. 07 <br />1257.7 <br />.090 <br />o <br /> <br />11.49 <br />2059,0 <br />1.82 <br />555. <br /> <br />4927.89 <br />7411.2 <br />10.86 <br />787. <br /> <br />4927.41 <br />3829.9 <br />3.05 <br />850, <br /> <br />.12 <br />554.9 <br />4917.10 <br />1651. 63 <br /> <br />4922.00 <br />4922.00 <br />9006.80 <br />10680.52 <br /> <br />PAGE <br /> <br />62 <br /> <br />OLOSS <br />TWA <br />ELM IN <br />TOPWID <br /> <br />L-BANK <br />R-BANK <br />SSTA <br />ENDST <br /> <br />ELEV <br />ELEV <br /> <br />,37 <br />574.5 <br />4916,40 <br />1161. 22 <br /> <br />. <br /> <br />4928,00 <br />4924.00 <br />9566,73 <br />10737.87 <br />
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