Research Article
Jan 1971
Design and Construction of Mossyrock Penstocks
Abstract
Foundation conditions required that the powerhouse be located close to the arch dam, resulting in relatively short, straight runs of penstock. Preliminary computations indicated that maximum downstream, radial deflection of the dam at the level of penstock intersection with the arch intrados, could be in the order of 2 in., accompanied by a 3/4 -in. transverse displacement of the dam at the emerging end of the embedded penstock. It was recognized that some economy might be realized by introducing higher strength steel for construction of the penstocks, resulting in significant weight reductions. The contractor was therefore allowed to bid on supplying, fabricating, and installing the penstocks from either ASTM A-201 steel or T-1, type A Steel. Final choice of T-1 steel was based on alternative prices bid. Construction of the penstocks is described, including problems the contractor overcame in obtaining good weld quality when field-welding T-1, type A steel.
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Information & Authors
Information
Published In
Journal of the Power Division
Volume 97 • Issue 1 • January 1971
Pages: 49 - 59
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Jan 1971
Published online: Feb 11, 2021
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Authors
Affiliations
Edgar T. Moore, M.ASCE
Civil Dept. Head, Harza Engrg. Co., Chicago, Ill.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.