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WSP03264
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Last modified
1/26/2010 12:49:30 PM
Creation date
10/11/2006 11:37:46 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8449.913
Description
Foothills/Windy Gap Project
State
CO
Basin
South Platte
Date
1/1/1977
Author
Denver
Title
Final Analysis - Foothills Project
Water Supply Pro - Doc Type
Report/Study
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<br />tunnel conditions. His report (~ibit 4) concludes that <br />any attempt to modify the Rampart Tunnel is not a reasonably <br />feasible alternative to the construction of Conduit No. 26. <br />He points out from personal knowledge that the U.S.B.R. <br />assumption that the existing lining can be pressure grouted <br />is wrong. " <br /> <br />2. Construction Problems !n ~ Tunnel <br /> <br />Denver also sought the advice of an internationally <br />recognized firm of consulting engineers on the construction <br />problems associated with the modification of the tunnel <br />inCluding the grouting prOblem. Parsons, Brinckerhoff, <br />Quade and Douglas, Inc. reported (Exhibit 5) that "All <br />factors considered, the construction of a new tunnel designed <br />for the capacity and pressure conditions required represents <br />the best and, in fact, '~ only prudent engineering solution." <br /> <br />3. Surge Chamber Required <br /> <br />Slow closing valves proposed to avoid the high cost of <br />an adequate surge chamber cannot provide the flexibility and <br />reliability of service required for municipal water utility <br />operations. A slow-closing valve of the type assumed by the <br />United States Bureau of Reclamation to be adequate would <br />pose a serious risk to the operation and in fact the in- <br />tegrity of the filter plant. This is so because if it were <br />to fail and close too quickly, the resulting water hammer <br />would not only blowout the outlet works but would also <br />expose the entire filter plant to risk of severe damage. <br />Safety of operating personnel must also be considered. <br />Responsible water utlities do not expose their systems or <br />personnel to such hazards: instead, they provide for the <br />dissipation of water hammer pressures by use of a surge <br />chamber, a chamber whose function and need in this situation <br />is well described in the letter report from the consulting <br />engineering firm of CH2M Hill (Exhibit 6). In this case, <br />the chamber would have to be an expensive vertical shaft <br />from the top of the tunnel to the surface of the ground. To <br />cut the cost of using the Rampart Tunnel alternative, the <br />U.S.B.R. eliminated this vitally necessary safety component: <br />the inevitable result is that the cost figures presented by <br />the U.S.B.R. for that structure are unrealistically low. <br /> <br />4. Time Of Construction <br />-- <br /> <br />The Rampart Tunnel carries almost the entire water <br />supply for the City of Aurora. The United States Bureau of <br />Reclamation assumed that it could be taken out of operation <br />for a series of five-month periods during winter seasons. <br />This is wrong. Aurora has stated that it can permit an <br />outage of not more than one month in the winter without an <br />alternative source of supply. Actual construction would <br />-9- <br />
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