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FLOOD10516 (2)
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Last modified
1/26/2010 10:24:01 AM
Creation date
6/17/2008 3:02:48 PM
Metadata
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Template:
Floodplain Documents
County
Weld
Community
Fort Collins
Stream Name
Cache La Poudre River
Basin
South Platte
Title
Volume I - Hydraulic Analysis for the Cache La Poudre River between Timnath Diversion Dam and College Ave.
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 />. <br /> <br />. <br /> <br />. <br /> <br />Table 4.3 Effective and Duplicate One-Foot Floodway Results (Continued). <br /> <br />Duplicate Effective Condition <br /> <br />Effective Condition <br /> <br />Base Flood Water Surface <br />Elevation (ft, NGVD) <br /> <br />Location <br /> <br />Base Flood Water Surface <br />Elevation (ft, NGVD) <br /> <br />Without <br />Floodway <br /> <br />With <br />Floodway <br /> <br />Center of Boat Chute <br /> <br />DIS Coy Ditch Diversion Dam <br />VIS Coy Ditch Diversion Dam <br />DIS V,S. HWY 287 Bridge <br />VIS Current Study Limit <br />VIS Study Limit 2005 <br />Removal Action LOMR <br />VIS V.S. HWY 287 Bridge <br /> <br />Increase <br /> <br />[DEU1F06 (RCUP1F05)\1 <br />4959.5 <br /> <br />Mean <br />Velocity <br />(sq ft) (fps) <br />-- <br />As Reported In: <br />- - <br />2,067 6,6 <br /> <br />Mean <br />Velocity <br />(sq ft) (fps) <br /> <br />As Reported In: <br />- - <br />2,067 6,6 <br /> <br />Floodway <br /> <br />Section <br />Area <br /> <br />Increase <br /> <br />Width <br />(ft) <br /> <br />0,7 <br />0.1 <br />0.4 <br />0.6 <br /> <br />4962.6 <br />4963.4 <br />4964.8 <br /> <br />4960,2 <br />4962,7 <br />4963.8 <br />4965.6 <br /> <br />8.6 <br />6.3 <br />3.6 <br /> <br />1,590 <br />2,160 <br />3,839 <br /> <br />448 <br />505 <br />505 <br />724 <br /> <br />0,7 <br />0,1 <br />0.4 <br />0.6 <br /> <br />[Table 6.7 RAP, ACE 2005\ <br />- - <br />4960,2 4959.5 <br /> <br />4962.6 <br />4963.4 <br />4964.8 <br /> <br />4962.7 <br />4963.8 <br />4965,6 <br /> <br />0,9 <br /> <br />4965,0 <br /> <br />4965,9 <br /> <br />3.6 <br /> <br />3,783 <br /> <br />715 <br /> <br />0,9 <br /> <br />4965.0 <br /> <br />4965.9 <br /> <br />listed In parentheses <br /> <br />Width <br />(ft) <br /> <br />Without <br />Floodway <br /> <br />With <br />Floodway <br /> <br />Floodway <br /> <br />Section <br />Area <br /> <br />8,6 <br />6.3 <br />3,6 <br /> <br />1,590 <br />2,160 <br />3,839 <br /> <br />448 <br />505 <br />505 <br />724 <br /> <br />230355 <br /> <br />A W:230467 <br />230472 <br />230817 <br /> <br />3.6 <br /> <br />3,783 <br /> <br />fCorresponding effective model names are <br /> <br />Cross Section <br />ID:Station <br /> <br />715 <br /> <br />AX:230897 <br /> <br />(") <br />o <br />>Tj <br />(") <br />N <br />o <br />o <br />':" <br />:; <br />o <br />x <br />cr" <br />o <br />~ <br />>Tj <br />z <br />;I> <br />t""' <br />t""' <br />o <br />3::: <br />:;tl <br />i:l. <br />o <br />" <br /> <br />~ <br />-...l <br /> <br />;l> <br />:2 <br />0- <br />m <br />~ <br />VI <br />o <br />:2 <br />(") <br />o <br />:2 <br />VI <br />c: <br />s: <br />:2 <br />..n <br />m <br />:2 <br />..n <br />2' <br />m <br />m <br />~ <br />~ <br /> <br />:2 <br />r' <br />
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