Vis enkel innførsel

dc.contributor.authorNeupane, Bibek
dc.contributor.authorPanthi, Krishna Kanta
dc.contributor.authorVereide, Kaspar
dc.date.accessioned2021-11-22T15:21:52Z
dc.date.available2021-11-22T15:21:52Z
dc.date.created2021-11-16T16:38:04Z
dc.date.issued2021
dc.identifier.citationInternational journal on hydropower and dams. 2021, 2021 (Issue 5), 46-54.en_US
dc.identifier.issn1352-2523
dc.identifier.urihttps://hdl.handle.net/11250/2830786
dc.description.abstractRegulated hydropower is currently the most capable load balancing technology for the future renewable energy system which will be characterized by a large share of unregulated energy from solar and wind power. Increased application of hydropower for balancing means that more frequent pressure transients will occur in the waterway system. In this article, the authors explain how such pressure transients cause pore pressure fluctuations in the rock mass surrounding the tunnel periphery and may lead to cyclic fatigue. An explanation of the mechanisms that contribute to fatigue is also presented along with the most significant factors that can accelerate the fatigue development. The possible applications and limitations of these findings are discussed and recommendations are given.en_US
dc.language.isoengen_US
dc.publisherAqua~Media International Ltden_US
dc.titleCyclic fatigue in unlined hydro tunnels caused by pressure transientsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holderThis article will not be available due to copyright restrictions by Aqua-Media International Ltden_US
dc.source.pagenumber46-54en_US
dc.source.volume2021en_US
dc.source.journalInternational journal on hydropower and damsen_US
dc.source.issueIssue 5en_US
dc.identifier.cristin1955274
dc.relation.projectNorges forskningsråd: 257588en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel