Research Article
Nov 1968
Discharge Facilities at Hells Canyon Dam
Abstract
Design of Hells Canyon Dam on the Snake River for the Idaho Power Company required careful consideration to arrangement in fitting the diversion, power and spillway facilities within the deep narrow gorge. Each feature arrangement is described. Hells Canyon Dam is a straight concrete gravity structure. The diversion tunnel is concrete lined and has a 40-ft diam horseshoe section, 1700 ft long to handle 60,000 cfs. The three-unit power plant with 391,500 KW nameplate capacity is notched into left abutment rock and overlaps the toe of the dam. Energy of 300,000 cfs discharge over the center section spillway is dissipated by a combination of concrete nappe deflectors and a submerged roller bucket. Fish trapping facilities adaptable to the 48-ft tailwater fluctuation consist of an aluminum barge floating in the tailrace.
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Information & Authors
Information
Published In
Journal of the Power Division
Volume 94 • Issue 2 • November 1968
Pages: 161 - 176
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Nov 1968
Published online: Feb 11, 2021
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Authors
Affiliations
Joseph T. Gilchrist, F.ASCE
Project Engr.-Bechtel Corp., San Francisco, Calif.
Donald E. Barclay, M.ASCE
Consulting Engr.-Formerly Supt. of Power Plant Engrg.-ldaho Power Co.
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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.