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PROJ00527
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Last modified
11/19/2009 11:43:27 AM
Creation date
10/5/2006 11:59:31 PM
Metadata
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Template:
Loan Projects
Contract/PO #
FS0024X
Contractor Name
Florida Water Conservancy District
Contract Type
Loan
Water District
0
County
La Plata
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />turbine can be above the penstock outlet to avoid cavitation. <br />Because the elevation in this configuration is 10 feet, cavitation <br />may occur and result in shorter impeller life. <br /> <br />Piping Plan B (Figure 7.2) is a modification of the first <br />alternative, except that the turbine is placed on the floor to <br />eliminate the pedestal and cavitation problems. The inlet piping <br />to the turbine is more complicated. The piping has a 180 degree <br />bend and another 90 degree bend to the turbine. The valving is <br />the same as for Plan A. The bypass and outlet piping are simpli- <br />fied. <br /> <br />The major problem with this configuration is the friction <br />head loss through the piping which is 0.2435Q2 in the inlet and <br />0.0508Q2 in the outlet, for a total of 0.3384Q2 including the 15% <br />contingency. This would result in 57 feet of head loss at 13 cfs <br />and 27 feet at 9 cfs. <br /> <br />Piping Plan A (Figure 7.3) is the simplest piping plan and <br />has the least friction head loss; 0.1352Q2 in the inlet and <br />.0508Q2 in the outlet for a total of 0.2139Q2 including 15% <br />contingency. The head loss at 13 cfs is 36 feet and at 9 cfs is <br />17 feet, which is significantly less than the other configura- <br />tions. <br /> <br />The major problem with this plan is that the concrete block <br />encasing the first 90 degree upward bend must be removed so that <br />the bend can be removed and the pipe extended. The concrete is an <br />approximate two-foot cube which will probably have to be jack- <br />hammered out. Care will be required so that neither the chamber <br />nor the pipe in the concrete is damaged. The bend will be cut off <br />and an 8-inch to 10-inch reducer welded to the existing pipe. <br /> <br />A new 10-inch gate valve will be installed after the cone, <br />followed by an upward "T" for the bypass pipe. Butterfly valves <br /> <br />7.0-7 <br />
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