Linear Analysis of Longshore Currents Instability over Mild Slopes

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摘要 Longshorecurrentinstabilityisimportanttonearshorehydrodynamicandsedimenttransport.Thispaperinvestigatesthelongshorecurrentinstabilitygrowthmodelbasedexperimentaldatawithdifferentvelocityprofilesofslopes1:100and1:40byadoptingalinearshearinstabilitymodelwiththebottomfrictioneffects.Theresultsshowthat:(1)Onlybackshearmodeexistsintheinstabilityoflongshorecurrentforslope1:40andfrontshearandbackshearmodesmayexistslope1:100.(2)Thepeaksoflinearinstabilitygrowthmodeforslope1:100correspondtothreecases:thedominantpeakisformedbythejointactionofbothfrontshearandbackshear,orbybackshearalonewithouttheexistenceofthesmallerpeakorformedbyeitherthefrontshearorbackshear.(3)Bottomfrictioncandecreasethecorrespondingunstablegrowthratebutitcannotchangetheunstablefluctuationperiod.Theresultsoffluctuationperiod,wavelengthandspatialvariationobtainedbytheanalysisoflinearshearinstabilityareingoodagreementwithexperimentalresults.
机构地区 不详
出版日期 2018年06月16日(中国期刊网平台首次上网日期,不代表论文的发表时间)