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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 5.3 Duplicate and Corrected One-Foot Floodway Results (Continued). <br /> <br />Corrected Effective Condition <br /> <br />Base Flood Water Surface <br />Elevation (ft, NGVD) <br /> <br />Duplicate Effective Condition <br /> <br />Location <br /> <br />Center of Boat Chute <br /> <br />DIS Coy Ditch Diversion Dam <br />U/S Coy Ditch Diversion Dam <br />DIS U.S. HWY 287 Bridge <br />U/S Current Study Limit <br />U/S Study Limit 2005 <br />Removal Action LOMR <br />U/S U,S. HWY 287 Bridge <br /> <br />Increase <br /> <br /> <br /> <br />0,7 <br />0,1 <br />0.4 <br />0.6 <br /> <br />Mean <br />Velocity <br />(sq ft) (fps) <br /> <br />As Reported In: <br />- - <br />2,067 6,6 <br /> <br />Without <br />Floodway <br /> <br />With <br />Floodway <br /> <br />Mean <br />Velocity <br />(fps) <br /> <br />Floodway <br /> <br />Section <br />Area <br />(sq ft) <br /> <br />Increase <br /> <br />FW06) <br />4959.5 <br /> <br />As Reported In: [CEI <br />- - <br />6,6 4960,2 <br /> <br />4962,6 <br />4963.4 <br />4964.8 <br /> <br />4962,7 <br />4963.8 <br />4965.6 <br /> <br />8,6 <br />6,3 <br />3.6 <br /> <br />2,067 <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 />4959.5 <br />4962.6 <br />4963.4 <br />4964.8 <br /> <br />DEUlF06) <br />4960,2 <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 />3.6 <br /> <br />3,783 <br /> <br />715 <br /> <br />AX:230897 <br /> <br />Width <br />(ft) <br /> <br />Base Flood Water Surface <br />Elevation (ft, NGVD) <br /> <br />Without <br />Floodway <br /> <br />With <br />Floodway <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 /> <br />230472 <br />230817 <br /> <br />Floodway <br /> <br />Section <br />Area <br /> <br />n <br />o <br />'"tj <br />n <br />IV <br />o <br />o <br />'f <br />o <br />o <br />~ <br /><:1" <br />o <br />::i! <br />'"tj <br />Z <br />~ <br />t""' <br />o <br />~ <br />c- <br />o <br />" <br /> <br />Width <br />(ft) <br /> <br />Cross Section <br />ID:Station <br /> <br />VI <br />00 <br /> <br />)> <br />2 <br />0.... <br />m <br />N <br />VI <br />o <br />2 <br />(') <br />o <br />2 <br />VI <br />c <br />s: <br />2 <br />.n <br />/"l"I <br />2' <br />.n <br />2' <br />m <br />m <br />N <br />~ <br /> <br />2 <br />n <br />
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