Research Article
Jun 1970
Portage Mountain Intake Structure and Facilities
Abstract
Portage Mountain Project, 600-ft high earth dam creates a reservoir of 57,000,000 acre-ft. The free standing water intake towers rise 115 ft above the rocks to support the bridge. For the first three units the intake sill is 110 ft lower than for the other units to enable generation in the first year. The principal forces considered were ice at 30 kips per lineal foot at the water surface with full reservoir and earthquake of modified Mercalli intensity between VII and VIII. For this earthquake, reinforcement is provided so that, with a ductility factor of 1.56, the steel will be stressed to the yield point of 60,000 psf. The deck is anchor bolted to the towers. Large earthquakes shear the anchor bolts allowing the deck to slide on lubrite plates. The deck is restrained from walking off the towers by neoprene cushions. The factor of safety against overturning is 1.9 on uncantilevered towers.
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Information & Authors
Information
Published In
Journal of the Power Division
Volume 96 • Issue 3 • June 1970
Pages: 331 - 348
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Jun 1970
Published online: Feb 11, 2021
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Authors
Affiliations
H. Edward Howe, M.ASCE
Head, Hydroelectric Div., International Power and Engrg. Consultants Ltd., Vancouver, Canada
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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.