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dc.contributor.authorPanthi, Krishna Kanta
dc.contributor.authorBroch, Einar
dc.date.accessioned2022-11-16T09:45:56Z
dc.date.available2022-11-16T09:45:56Z
dc.date.created2022-03-18T15:59:10Z
dc.date.issued2022
dc.identifier.isbn978-0-12-819734-9
dc.identifier.urihttps://hdl.handle.net/11250/3032073
dc.description.abstractMost of the hydropower plants developed in a mountainous topography consist different underground structures such as headrace tunnels, pressure tunnels and shafts, powerhouse caverns, tailrace, and access tunnels. Design of underground structures in a cost effective and optimum way is a challenge and demands step wise investigations on the engineering geological condition of the area where these structures will be located. Orientating, shaping, and sizing plays an important role for the overall stability of each structures regarding both hydraulic requirements and long-term stability viewpoint. This manuscript briefly discusses on development history of underground hydropower plants in Norway, discusses steps of engineering geological investigations, highlights potential stability problems an underground opening may experience and elaborates on the design aspects practiced.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.relation.ispartofComprehensive Renewable Energy, Second Edition
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleUnderground Hydropower Plantsen_US
dc.typeChapteren_US
dc.description.versionacceptedVersionen_US
dc.source.pagenumber126-146.en_US
dc.identifier.doi10.1016/B978-0-12-819727-1.00077-7
dc.identifier.cristin2010909
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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