简介：Ａｎｏｐｅｎｃｅｌｌｕｌａｒｃａｉｓｓｏｎｂｒｅａｋｗａｔｅｒ￥ＬｉＹａｎｂａｏａｎｄＺｈａｎｇＸｉａｏｍｉｎｇ（ＲｅｃｅｉｖｅｄＪｕｌｙ１５，１９９５；ａｃｃｅｐｔｅｄＳｅｐｔｅｍｂｅｒ１，１９９５）Ａｂｓｔｒａｃｔ：Ａｎｏｐｅｎｃｅｌｌｕｌａｒｃ...

简介：Thispaperintroducesthemainpointsofdesignandoperationfeaturesofacurvedcombinativebreakwaterwallwhichcannotonlyresiststormsurgebutalsorollwavebackandwhichhasthefunctionsofseawall,tideprotection,anti-wave,landdevelopment,trafficandtourism.ThenewkindofbreakwateroptimizedbywavemodeltesthasbeenutilizedintheseawallinthecoastregulationprojectinZhanjiangCity,andgoodresultshavebeenachieved.

简介：Thewavetransmissioncharacteristicsandwaveinducedpressuresontwinplatebreakwaterareinvestigatedexperimentallyinregularandrandomwaves.Atotaloftwentypressuretransducersarefixedonfoursurfacesoftwinplatetomeasurethewaveinduceddynamicpressures.Thespatialdistributionofdynamicwavepressureisgivenalongthesurfaceofthetwinplate.Theupliftwaveforceobtainedbyintegratingthehydrodynamicpressurealongthestructureispresented.DiscussedaretheinfluenceofdifferentincidentwaveparametersincludingtherelativeplatewidthB/L,relativewaveheight/iHaandrelativesubmergencedepths/aonthenon-dimensionaldynamicwavepressuresandtotalwaveforces.Fromtheinvestigation,itisfoundthattheoptimumtransmissioncoefficient,tKoccursaroundB/L0.41~0.43,andthetwinplatebreakwaterismoreeffectiveindifferentwaterdepths.Themaximumofpressureratiodecreasesfrom1.8to1.1whentherelativesubmergencedepthoftopplateisincreasedfrom0.8to+0.8.

简介：Quartercircularbreakwater(QCB)isanew-typebreakwaterdevelopedfromsemi-circularbreakwater(SCB).ThesuperstructureofQCBiscomposedofaquartercircularfrontwall,ahorizontalbaseslabandaverticalrearwall.ThewidthofQCB'sbaseslabisabouthalfthatofSCB,whichmakesQCBsuitabletobeusedonrelativelyfirmsoilfoundation.ThenumericalwaveflumebasedontheReynoldsaveragedNavier-StokesequationsforimpressibleviscosityfluidisadoptedinthispapertosimulatethehydraulicperformancesofQCB.SincethegeometryofbothbreakwatersissimilarandSCBhasbeenstudiedindepth,thehydraulicperformancesofQCBaregivenincomparisonwiththoseofSCB.

简介：根据国家有关标准规定，凡更新地形图，都必须以新的图幅编号方法表示。而第一代地形图一律以旧式图幅编号方法表示为了方便新旧图号的互相检索，本文介绍了有关互换的数学模型，列举了互换例子，并据此编制了互换程序软件，可供各有关生产单位和组织生产部门参考使用

简介：—Thepresentstudyinvestigatestheinteractionofsteepwaveswithsemi-circularbreakwaterwiththecomplexplane＇sCauchyboundaryintegraltheorem.Theboundaryintegralmethodisusedtotransformthecalculationinfluiddomainintoitsboundaryalone.Inthecalculationthecomputationdo-mainismovedwiththepropagationofwaves.AnumericalsolutionisobtainedforincidentStokeswavespassingthesubmergedobstacles.Thismethodhasbeenextendedtothecalculationofwaverun-uponaslopeforestimatingwaveovertopping.

简介：Thehollow-pipeperforatedbreakwaterisoflowreflection.Inthispaperthefunctionsofreflectioncoefficientsofbothregularandrandomwavesaretheoreticallyderived,basedontheconceptoflinearsuperimpositionofreflectedandincidentwavesandwiththetotalflowratecontinuityofintegralforminsteadofthenon-continuityoftheboundarycondition,andbasedontheconceptoflinearwavespectrumtheory.Comparisonsbetweentheoreticalresultspresentedhereandmeasurementsofmodeltestsshowreasonableagreement.

简介：Throughnumericalmodeling,akindofsimplifiedcalculatingmethodforstandingwavepressureonverticalfacebreakwaterhavebeenputforward.Notonlytheformulasproposedinthispaperaresimpleinformandveryeasyinuse,butalsotheypossesscontinuityonthefullrangeofstandingwave.Andmore,theprecisionrequiremenntsofcalculationcanbesatisfiedtoacertainextentinengineeringpractice.

简介：Standingwavesareformedduetothereflectionwhenwavesmeetverticalwall,thereforestrongstructuresareneededtokeepthewallstabilityundertheseriouswaveattack.Fortheimprovementoftheworkingconditionandincreaseofthestabilityofthewall,thelowerreflectingbreakwatershaveat-tractedcloseattentionReportsmostlyfromJapaneseresearchersareoftenconcernedwiththewallofcaissonequippedwithopenwindows.Inthispaperakindofhollow-pipeperforatedbreakwaterisexam-inedwhichwavesmaypartiallyperforateintotheharbourbasin.Thewaveinfrontofthewallcanonlyformpartialstandingwaveandwaveforceisreducedobviously.Andthetheoreticalcalculationofwaveforceandanalysisofwaveforcespectrumareallderived.Comparisonbetweentheresultsfromtheoreticalcalculationandhydraulicmodelingshowsreasonableagreement.

简介：

简介：—Theresultsofdesignandexperimentofasubmergedsemi-circularbreakwaterattheYangtzeestuaryshowthatthesubmergedstructurewillbeunsafewhenthegeneralempiricalwaveforceformulaforsemi-circularbreakwaterisusedindesign.Therefore,anewcalculationmethodforthewaveforcesact-ingonasubmergedsemi-circularstructureisgiveninthispaper,inwhichthewaveforceactingonthein-sidecircumferenceofsemi-circulararchisincluded,andthephasemodificationcoefficientinthegeneralempiricalformulaisadjustedaswell.Thenewwaveforcecalculationmethodhasbeenverifiedbythere-sultsofsevenrelatedphysicalmodeltestsandadoptedinthedesignofthesouthesturaryjettyofthefirststageprojectofDeepChannelImprovementProjectoftheYangtzeRiverEstuary,thetotaljettylengthbe-ing17.5km.

简介：针对传统分类方法精度不高、感兴趣目标分类不理想等缺陷，采用多特征组合的支持向量机影像分类方法，利用颜色矩、颜色集和灰度共生矩阵进行特征提取，总体精度、Kappa系数和混淆矩阵作为评价指标对单一特征、组合特征的不同分类结果进行分析。实验结果表明，该方法有效地解决了单数据源分类不完整、精度低等问题，对高维输入向量具有较高的推广力。

简介：Inthispaper,thecalculatingchartsandformulaeaboutwavepressureonthebreastwallarederivedwithsevenparametersonthebasisofphysicalmodelstudy.Theverificationshowsthatthechartsagreewiththeexample,andareadoptedintheSpecificationsofFisheryHarboursBreakwaterbytheMinistryofAgricultures.

简介：Thenumericalinvestigationofregularwavesinteractingwithasubmergedhorizontaltwin-platebreakwaterispresentedinthispaper.Anumericalmodelwithanabsorbingwave-makerisestablishedbasedontheVOFmethod.Thevalidityofthemodelisverifiedbyexperimentalresults.Comparisonsbetweenthenumericalandexperimentalresultsshowthatboththewatersurfaceprofilesandthewave-inducedpressurescanbemodeledaccurately.Wavedeformationoverthebreakwater,waterparticlevelocitiesaroundthebreakwater,andthewave-inducedpressuresonthestructurearenumericallyinvestigated.Thepressureamplitudesofthefundamentalandsecondharmonicsonthemodelsurfaceareexaminedinvariouswaterdepths.Thecomputedandexperimentalresultshaverevealedthatthehigherfrequencycomponentsaregeneratedattheonshoresideofthebreakwater.Furthermore,thecomputedresultsdemonstrateacirculatingflowformedattheonshoresideofthebreakwater.

简介：2012年7.21特大暴雨期间,香山街道公主坟15号院边坡出现垮塌并造成了破坏,边坡亟需治理。本文介绍了该边坡的基本特征,分析了边坡的变形情况及影响因素并确定了边坡的破坏模式,并选用瑞典圆弧法评价了边坡的稳定性。根据边坡的实际情况,选择了适于土质边坡防治的新型支挡加固措施一格构锚固工程,并辅以挡土墙工程及绿化工程,作为边坡治理的工程措施。

简介：在这份报纸，一个数字模型被建立。一个修改N-S方程为波浪地和多孔的流动区域被用作一个控制方程。控制方程是discreted并且由有限差别方法解决。免费表面被VOF方法追踪。整个流动区域的压力地和速度地被反覆的重复方法解决。与波浪斜槽的物理模型测试结果相比，最后，数字模型在礼品证实学习被验证。

简介：AnumericalwaveflumeisconstructedbasedontheReynoldsAveragedNavier-Stokes(RANS)equationswithturbulenceclosurebyamodifiedk-εmodeltostudytheviscousinteractionsofwaveswithverticalbreakwatersfordifferentovertoppingcases.Thegoverningequations,theturbulencemodel,boundaryconditions,andsolutionmethodforthenumericalwaveflumeareintroducedbriefly.Thereliabilityofthenumericalwaveflumeisexaminedbycomparingthenumericalresultswiththeexperimentalmeasurements,andgoodagreementsbetweenthemindicatethevalidityofthepresentmodel.Thedevelopmentsofmeanvelocityfields,thecontoursofvorticity,andtheinfluencesofwavenonlinearityonturbulencefieldaswavepassingthroughverticalbreakwatersarediscussedindetailbasedonthenumericalresults.Itisnotedthatthevorticesattherearofthelowersubmergedbreakwaterareclosetothebottomandmaybeinducethescouringtotheleesidetoeofmarinestructureinpractice.Overall,aconclusioncanbeobtainedfromthisstudythattheturbulenceinwavefieldaroundstructureisinduceddirectlybythedevelopmentofboundarylayeronthesolidboundary,thenonlinearinteractionoffreesurfacewithobstacle,andtheplungingofovertoppingwaves.

简介：

简介：Correspondingtotheslidingandtheoverturningfailure,theelementarymotionmodesofcaissonbreakwaterincludethehorizontal-rotationaloscillationcoupledmotion,thehorizontalsliding-rotationaloscillationcoupledmotion,thehorizontalvibrating-upliftrockingcoupledmotion,andthehorizontalsliding-upliftrockingcoupledmotion.Themotionmodeofacaissonwilltransformfromonetoanotherdependingonthewaveforcesandthemotionbehaviorsofthecaisson.Thenumericalmodelsoffourmotionmodesofcaissonaredeveloped,andthenumericalsimulationprocedureforjointmotionprocessofvariousmodesofcaissonbreakwaterunderwaveexcitationispresentedandtestedbyaphysicalmodelexperiment.Itisconcludedthatthesimulationprocedureisreliableandcanbeappliedtothedynamicstabilityanalysisofcaissonbreakwaters.

简介：Animpedanceanalyticalmethod(IAM)isdevelopedtostudytheinteractionofplanewaterwavewithaslotted-wallcaissonbreakwater.Thenon-linearboundaryconditionattheslotted-wallisexpressedintermsofflowresistance.Asetofalgebraicexpressionsareobtainedforfreesurfaceelevationinsideandoutsidechamber,andreflectioncoefficient.Thepredictionofthereflectioncoefficientsshowsthattherelativewidthsofthechamberinducingtheminimumreflectioncoefficientforaslotted-wallcaissonbreakwaterareinarangeof0.10～0.20,whicharesmallerthanthat(0.15～0.25)foraperforated-wallcaissonbreakwater.Thereflectioncoefficientsandfreesurfaceelevationobtainedbythepresentmodelarecomparedwiththatoflaboratoryexperimentscarriedoutbypreviousresearchers.