- Journal Article
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
Journal / seriesInternational Water Power & Dam Construction
Pages / Article No.
Organisational unit03820 - Boes, Robert / Boes, Robert
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