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Author
Date
1986-05Type
- Journal Article
Abstract
This article presents the summarized results of a study carried out by the author on the design of pervious pressure tunnels taking into account seepage forces and secondary permeability in lining and rock. The applicability of the traditional 'pressure tunnel statics', which assume lining and rock as impervious, is discussed. New design criteria for pervious pressure tunnels are recommended. Show more
Publication status
publishedJournal / series
International Water Power & Dam ConstructionVolume
Pages / Article No.
Publisher
Wilmington PublishingOrganisational unit
03820 - Boes, Robert / Boes, Robert
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