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Agmt06 Camp Dresser & McKee, In
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Agmt06 Camp Dresser & McKee, In
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Last modified
10/1/2008 10:55:45 AM
Creation date
6/29/2006 2:44:15 PM
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Template:
Agreement
Contractor Name
Camp Dresser & McKee, Inc.
PROJECT NAME
Engineering Design Services
RMP File Number
304.5
Date
6/29/2006
Box
6586
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<br /> <br />City of Redwood City <br /> <br />Hydraulic Analyses of Redwood Shores Lagoon <br />Januaxy 2004 <br /> <br />Conduit Size Depth of Sediment Equivalent Size <br /> {aÞPl'OXimatej Considering Sediment <br />1108 4.5 feet diameter 1.0 feet 4.1 feet diameter <br />7300 5 feet wide x 4 feet high N¡wP ~ 5 feet X- ïk1"teet high <br />7500 5 feet wide x 4 teet high IVDIV~ -' 5 feet x-J Mffm high <br /> <br />11000 1 0 feet wide x 7 feet ltigh 3.4 feet 10 feet x 3.6 feet high <br />18001 10 feet wide x 7 feet high 1.4 feet 10 feet x 5.6 feet high <br />18900 4.5 feet (lametel' 3.6 feet 1_7 feet diameter <br />41000 4.5 feet ciamstBr 1.8 feet 3.5 teet diameter <br />41001 4.5 feet diameter 1.8 feet 3.5 feet diameter <br />41002 4.5 feet diameter 1.8 feet 3.5 feet diameter <br />52000 4.5 feet diameter 40% blocked 3.5 feet diameter <br />82000 4 feet diameter NPv& - .- 4.0 Xfeet diameter <br />85000 4.5 feet diameter 1.75 feet 3.6 feet álameter <br />86000 3 fetñ diameter 75% blocked 1.5 feet diameter <br />86001 3 feet diarnetltr 75% blocked 1.5 feet diameter <br /> <br />The bottom elevation of Belmont Slough at the outlet of Conduits 15000 <br />and 15500 is one foot higher than the bottom elevation used in the COM <br />analyses of2003. Ths higher bottom elevation will be considered in <br />Analyses 9. 10 and 11. <br /> <br />88S-~ 600/800"d Zv8-1 <br /> <br />Vll v££6SZ6 <br /> <br />~BBJJ ~nuleM ~aJ-~o~~ <br /> <br />~d8S:£O <br /> <br />5" <br />9HZ-SO <br />
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