Research Article
Dec 1981

Medium Head Hydro Power House Concrete Volumes

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Publication: 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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Published In

Journal of the Energy Division
Volume 107Issue 2December 1981
Pages: 237 - 254

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Published in print: Dec 1981
Published online: Feb 11, 2021

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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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