Research Article
Dec 1981
Medium Head Hydro Power House Concrete Volumes
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VIEW THE REPLYPublication: Journal of the Energy Division
Volume 107, Issue 2
Abstract
The volume of concrete in a hydroelectric powerhouse varies by a large amount, depending mostly on the size of turbine, size of generator, and the foundation conditions. An analysis based on data from 40 powerplants ranging in unit size from 0.5 Mw up to 600 Mw, and operating under heads ranging from 12.2 m up to 273 m is presented. Formulae are developed for estimating concrete volume for outdoor powerhouses containing vertical shaft reaction turbines with steel spiral casings based spiral on turbine throat diameter for heads less than about 110 m, and on generator casing diameter for heads above 110 m. Formulae for use in preliminary estimates are also developed based on unit capacity and head, where head is below 100 m, and on unit capacity only where head is above 110 m. All formulae include a factor for the erection bay size.
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Information
Published In
Journal of the Energy Division
Volume 107 • Issue 2 • December 1981
Pages: 237 - 254
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Dec 1981
Published online: Feb 11, 2021
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Authors
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James L. Gordon, M.ASCE
Vice Pres. and Hydro., Montreal Engineering Co., Ltd., P.O. Box 6088, Station A, Montreal, Canada H3C 3Z8
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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.