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WSP04436
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Last modified
1/26/2010 12:55:28 PM
Creation date
10/12/2006 12:19:31 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8210.140.20
Description
Colorado River Basin Organizations and Entities - Colorado River Basin States Forum - California
State
CA
Basin
Colorado Mainstem
Date
1/1/1939
Author
Metro Water District
Title
Metropolitan Water District of Southern California - History and First Annual Report
Water Supply Pro - Doc Type
Annual Report
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<br /> <br />. ,... ') <br />i'tiJ <br />244, ~1 E T R 0 POll TAN W ATE R D [S T R 1 C T <br /> <br />the other to the Iron Mountain, Eagle Mountain, and Hayfield <br />plants. The present lines will deliver 165,000 kilowatts, or suffi- <br />cient power for pumping one-half the ultimate capacity of the <br />aqueduct. In the future a parallel line will be built from Boulder <br />to Camino and probably extended to Hayfield. <br />Preliminary studies to determine the most economic transmis- <br />sion line included electrical stability calculations, and complete de- <br />sign of towers and cost comparison of lines using two types of <br />conductors. Long-time laboratory tests were made of different <br />makes of insulators to select the one most suitable for the antici- <br />pated conditions. <br />Five types of towers were built, the standard suspension tower <br />weighing 10,200 pounds and being capable of supporting a maxi- <br />mum span of 1,710 feet. The dead end tower used at all angles <br />above 10 degrees is the heaviest and weighs 14,800 pounds. The <br />towers support the three conductors in a horizontal plane 22 feet 3 <br />inches apart and 70 feet 6 inches above the ground, Towers were <br />staked to provide an initial clearance of conductors to ground in <br />mid span of 30 feet, somewhat above the legal requirement, to al- <br />low for future stretch in the cable. <br />The four legs of the steel towers are supported upon footings <br />which must take the thrust or pull of the tower legs under condi- <br />tions of high wind or with broken conductors. The soil of the des- <br />ert is generally sufficiently alkaline to corrode exposed galvanized <br />metal, consequently a type of footing was adopted which consists <br />of a central leg angle attached to a structural steel grillage, the <br />whole of which is encased in reinforced concrete. In the dry lake, <br />however, greater precaution was necessary and there the towers <br />were set upon concrete pads, supported by creosoted piling driven <br />deep into the soil. The concrete pad is protected as much as pos- <br />sible from the action of the strong alkalis by a coating of rich <br />"sphaltic mastic. <br />The conductor used uniformly over all the line, except in the 10- <br />mile section across the Danby Dry Lake, where copper conductors <br />were adopted as being more resistant to the corrosive action of <br />alkali dust, is a composite cable made up of 26 aluminum wires <br />stranded over a core of seven galvanized steel wires. The cross <br />section of aluminum is 795,000 circular mils. The outside diameter <br />is 1.108 inches and the weight is 1.09 pounds per linear foot. <br />The copper conductor used over the Danby Dry Lake is made up <br />of 50 copper wires stranded in two layers over a twisted copper <br /> <br />j <br />1 <br /> <br />1 <br /> <br />I <br />\ <br />
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