简介:水库沉积在全世界是一个成长问题。因此,水库desiltation上的存在文学系统地被检验了并且评估。评论被划分成处理水库desiltation的不同方面的三个话题。第一个话题对待不同水力的水库挖除淤泥技术。力量被放在到来的沉积的已经扔的沉积和路由涌出从上在上游通过一座水库,而是其他的方法,例如通过灵活管子搬运沉积并且吸,也被描述。第二个话题在水力的水库涌出以后对待产生水库地形学。这由于涌出,而且可得到的文学在上在地形学包括代表性、纵的变化物理并且分析模型。第三个话题对待下游的geomorphological和sedimentological效果在期间并且在冲洗操作的水库以后。注意被给浇流动--,沉积集中--,并且免职模式,以及搬运并且扔的沉积特征。
简介:Reliablequantitativeestimationofbedaggradationordegradationisimportantforriver-trainingandwatermanagementprojects.Withthedevelopmentofwaterresources,sedimentproblemsassociatedwithadamarebecomingmoresevere.Thispaperdescribessomespecialproblemsinmathematicalmodelforcalculationofdegradationandaggradationinareservoir.Themaineffortsofthisstudyareonthetreatmentofsomephysicalprocessesoffinesedimenttransport(<0.05mm).Problemsinareservoirareobviouslydifferentfromanaturalstream,suchastheturbidcurrentflow,orificesedimentflushing;andtheinitiationandconsolidationofcohesivesedimentdeposition.ThecaseofLiujiaxiaReservoir,whichislocatedintheupperreachesoftheYellowRiver,isemployedtoverifythemodel.Theresultsshowthatthemodelisapplicableintheevaluationofanengineeringplaningwithplentyoffinesedimentmovement.
简介:Inthisstudy,asemi-analyticalformulationbasedontheScaledBoundaryFiniteElementMethod(SBFEM)wasproposedandusedtoobtainthesolutionforthecharacteristicsofatwo-dimensionaldam-reservoirsystemwithabsorptivereservoirbottominthefrequencydomain.Forsimplicity,thedamwitharbitraryupstreamfaceswasassumedtoberigidandwassubjectedtoahorizontalgroundacceleration,whilethereservoirwithabsorptivebottomwasassumedtobesemi-infinite.Thereservoirwasdividedintotwosub-domains:anear-fieldsub-domainandafar-fieldsub-domain.Thenear-fieldsub-domainwitharbitrarygeometrywasmodelledbytheFiniteElementMethod(FEM),whiletheeffectsofthefar-fieldsub-domainwhichwasassumedtobehorizontalweredescribedbyasemi-analyticalformation.Thesemi-analyticalformulationinvolvedtheeffectofabsorptivereservoirbottom,aswellastheradiationdampingeffectofasemi-infinitereservoir.AFEM/SBFEMcouplingformulationwaspresentedtosolvedam-reservoircoupledproblems.Theaccuracyandefficiencyofthecouplingformulationweredemonstratedbycomputingsomebenchmarkexamples.Highlyaccurateresultsareproducedevenifthenear-fieldsub-domainisverysmall.
简介:Modernizationandmaintenanceofadamoftenrequireemptyingthereservoir,aprocessthatcancausemudbankinstabilitiesandenvironmentaldisturbances.Inordertoaddresstheproblemofmudbankcollapsecharacterization,astudyisconductedinpartnershipwiththeLaboratoireNationald'Hydraulique(LNH),asubsidiaryofElectricitédeFrance(EDF).Thispaperpresentsageotechnicalmodelingofsubmergedandemergentmudbankstabilityandacomparisonofthemodelresultswiththemeasurementscarriedoutthroughoutthewholereservoir.
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简介:Capacitydepletionisanimportantinformationrequiredforplanningofmultipurposereservoirs.Itisacomplexphenomenoninvolvingdiversefieldslikesurfacehydrology,sedimenttransport,variedflowhydraulicsandsoilconsolidation.Properassessmentofcapacityreductionishelpfulinascertainingthelifeofthereservoirandtheprojectbenefitsforcost/benefitanalysis.Inthisstudydimensionallyconsistentequationsfordepositionvolumeandthetrapefficiencyhavebeenobtained.Methodsofobtainingtheparametersinvolvedtheseequationshavealsobeenindicated.Itwasfoundthatthereisgoodagreementwiththefielddata.Itishopedthattheequationsareusefultodesignengineer.
简介:试用被坝所围住的水从2008年9月27日在三座峡水库被继续。在Hefeng有强壮的变丑和失败()山崩当水库水水平从173m的高度下降了时。它显示变丑是仔细与水库水变化有关。为这个原因,在变丑的水库水的效果被学习,拿象在这篇文章的一个例子的Hefeng山崩。首先,强壮的变丑区域的地质的特征和变丑状况被分析透露内在的因素和在水的条件下面的变丑的模式铺平变化。第二,山崩的稳定性在升起并且下降的过程,和在水库水水平变化和山崩变丑之间的相应关系期间被计算进一步被识别。最后,渗出物领域和在井的线下面的山崩身体的力量条件被分析揭示水库水的效果。而且,为更好可渗透的水库山崩,在水库水升起期间,渗出物力量的有利效果削弱相反的效果,这能被结束高举强迫水库水升起稳定性上的小效果,和没有变丑被引起了;但是在下降水库期间流水,渗出物力量的相反的效果在uplift力量的相反的效果上被附加,它引起稳定性戏剧性地减少并且在山崩前面导致累积身体的失败。
简介:AmovablebedphysicalmodelwasconstructedtoinvestigatehydraulicdesiltationbyflushingandlateralerosionintheTapureservoir,Taiwan.Themodelscalingisbasedontherequirementfordynamicsimilarityofcohesivesedimentdepositinitiationinflushingprocesses.Formodelscaling,flumeexperimentsinvestigatingtheinitiationofcohesivesedimentdepositswerecarriedouttoestablishtherelationshipbetweencriticalshearstressoftheflowanddrydensityofthedeposit.Experimentsinthephysicalmodelwerethenperformedtomeasurethevariationsofthereservoirwaterlevel,theoutletdischargeandtheoutflowsedimentdischarge.Theprocessesofemptyingandflushingwereobservedandanalyzedinthemainflushingchannel.Oneoftheexperimentswasconductedtosimulatetheon-siteflushingoperationsonJune11,1997.Theresultsshowedthatthetotalcumulativeflushedsedimentvolumebyphysicalmodelingwasclosetothatbynumericalsimulation.Todealwiththefloodplaindeposits,experimentsoflateralerosionasanauxiliarymethodwerealsoconductedinthephysicalmodeltoinvestigatetheeffectivenessandapplicabilityfortheTapureservoir.
简介:ThispapersummarizesasetofinterpretationtechnologiesforMesozoicsandstonereservoirpredictionintheLongdongloessplateau,suchasseismicsequenceprocessingandinterpretationbasedongeneralizedStransform,theerodedpaleo-geomorphologyinterpretationofthetopoftheTriassicandavarietyoflateralreservoirpredictions.Theeffectsofemployingthesetechnologiesarecomparedandanalyzed,aswell.TheresearchresultsshowthatseismicsequenceprocessinginterpretationtechnologybasedongeneralizedStransformcandistinguish3ms(aboutthethicknessof6m)sequenceinterface.ConsequentlythetechnologycanascertainthedistributionofasandbodyoftheformationCh8andexpandtheexplorationareaoftheXifengoilfieldintheLongdongarea.
简介:Retrogressiveerosion,awidespreadphenomenonofsedimenttransportinreservoirs,oftenimpactsonboththereservoircapacityandthesedimentationinthedownstreamriverchannel.BasedonfielddatafromtheSanmenxiaReservoirandtheLowerYellowRiveroverthepastdecades,threecoursesofretrogressiveerosionwithdistinctivefeatureswereanalyzed.Theresultsindicatethatretrogressiveerosion,especiallycausedbyrapidreductioninthewaterleveltillthereservoirisempty,oftenresultsintheserioussiltationofthelowerYellowRiverandthreatensthesafetyofthefloodcontrolintheLowerYellowRiver.Unreasonableoperationofthereservoirandincominghyperconcentratedfloodsaccompaniedbyretrogressiveerosionalsoaggravatethesiltationofthemainchanneloftheriver.However,areasonableoperationmodeofthereservoirsonamed”storingtheclear(lowsedimentconcentration)waterinthenon-floodseason,andsluicingthemuddy(highsedimentconcentration)waterinthefloodseason”wasfound,whichmightmitigatethedepositioninboththereservoirandtheLowerYellowRiver.Thisoperationmodeprovidesimportantexperienceforthedesignandoperationoflargereservoirsinotherlargeriverscarryinghugeamountsofsediment.
简介:Basedonlong-termmeasurementsatthreegaugingstations,Toudaoguai,FuguandHequ,andonemeteorologicalstation,thisarticlediscussesthefeaturesofdischarge(Q)andsedimentconcentration(CS)ofariverreachoftheYellowRiverwithareservoirlocatedintheLoessPlateau.Theimpactsofthelocalsub-watershedbetweenToudaoguaiandFugugaugingstationsonsedimentbudgettotheYellowRiverhavebeenanalyzed.Inaddition,thedepositionprocessesintheTianqiaoReservoirhavebeeninvestigated.Resultsshowover80%oftheprecipitationthatfallsinthelocalsub-watershedisunabletocontributetotheYellowRiverrunoffprocess.Itisfoundthattheannualmaximumsedimentconcentrationisusuallylessthan30kg/m3duringfloodseasonsatToudaoguaiGaugingStation,butthesedimentconcentrationvariesdramaticallyatFuguGaugingStation.About35%ofthesedimenterodedinthesub-watershedsbetweenToudaoguaiandFugugaugingstationswasproducedfromtheHuangfuchuansub-watershedwhichhasadrainageareaaccountingonlyfor10%ofthedrainageareabetweenToudaoguaiandFugugaugingstations.TheTianqiaoReservoirgenerallyhasdepositionduringthesummerfloodseason,andscouringduringthenon-floodseason.Onaverage,over85%ofdepositedsedimentinthereservoiroccursinthe12kmlonglowerreservoirreach.ThevolumeofannualdepositioninthereservoirmainlydependsonthevolumeofwaterfromthelocalregionbetweenHequandFugugaugingstations.