摘要
Aseriesofhydraulicmodeltestsarecarriedouttoinvestigaterandomwaverun-upandovertoppingonsmooth,impermeablesingleslopeandcompositeslope.Basedontheanalysisoftheinfluencesofwavesteepness,structureslope,incidentwaveangle,widthofthebermandwaterdepthonthebermandthewaverun-up,empiricalformulasforwaverun-upondikeareproposed.Moreover,empiricalformulaonestimatingthewaverun-uponcompositeslopewithmultiplebermsispresentedforpracticalapplicationofcomplexdikecross-section.Thepresentstudyshowsthattheinfluencefactorsforwaveovertoppingarealmostthesameasthoseforwaverun-upandthetrendofthewaveovertoppingvariationwithmaininfluenceparametersisalsosimilartothatforwaverun-up.Thetrendofthewaveovertoppingvariationscanbewelldescribedbytwomainfactors,i.e.thewaverun-upandthecrestfreeboardofthestructure.Anewpredictionmethodforwaveovertoppingisproposedforrandomwaves.Theproposedpredictionformulasareappliedtocasestudyofoverfortycasesandtheresultsshowthatthepredictionmethodsaregoodenoughforpracticaldesignpurposes.
出版日期
2010年03月13日（中国Betway体育网页登陆平台首次上网日期，不代表论文的发表时间）
