简介:3-Dseismicmodelingcanbeusedtostudythepropagationofseismicwaveexactlyanditisalsoatoolof3-Dseismicdataprocessingandinterpretation.Inthispaperthearbitrarydifferenceandpreciseintegrationareusedtosolveseismicwaveequation,whichmeansdifferenceschemeforspacedomainandanalyticintegrationfortimedomain.Boththeprincipleandalgorithmofthismethodareintroducedinthepaper.Basedonthetheory,thenumericalexamplesprovethatthishybridmethodcanleadtohigheraccuracythanthetraditionalfinitedifferencemethodandthesolutionisveryclosetotheexactone.Alsotheseismicmodelingexamplesshowthegoodperformanceofthismethodeveninthecaseofcomplexsurfaceconditionsandcomplicatedstructures.
简介:Ahighlyefficientflowdischargemeasuringmethodwasproposedinthisstudy.EitherthetraditionalvelocimetersortheAcousticDopplerProfiler(ADP)canbeusedtomeasurethemaximumflowvelocity,Umaxatthey-axis(verticalpassingthroughthemaximumpointvelocityinachannelcrosssection).Themeanvelocityofthecrosssection(U)wascomputedbyφUmax,whereφwasestimatedfromthefielddatacollectedwiththecup-typecurrentmeterusingthe"two-pointmethod".Theflowdischargewasthencomputedbymultiplyingtheestimatedflowareawith(U).Incontrasttothetraditionalmethod,whereflowdepthandflowvelocitymeasurementsareneededforeachvertical,theproposedmethodhastheadvantagesofshortoperationtimeandhighaccuracy.Thesefeaturesareespeciallyimportantforthemeasurementofunsteadyflow.
简介:Itisacommonpracticetouseahydrologicalcontinuityequationasthegoverningequationindetentionponddesign.Althoughthedetentionvolumecanbeevaluatedusinganumericalmethodandcomputerprogram,theyarenotavailableforengineerstousebecauseofthedifficultyinvolvedinthenumericalevaluationorthecomputerprogrammaynotbereadyforengineers.Thisstudyintendstoprovideaformulaforcalculatingthevolumeofadetentionpond.Anonlinearcontinuityequationfordetentionponddesignisobtainedbyapplyingatriangular/trapezoidalinflowhydrographandspillwayororificefortheoutflowdevice.Thisperturbationmethodisemployedtoresolvetheequation.Afterdiscussingtheomissionandcurvefittingmethods,aformulafordetentionponddesignisproposed.Severalexamplesaredisplayedandahighagreementwiththenumericalresultisobtained.
简介:Thispaperusingfinitedifferenceschemeforthenumericalsolutionofadvection-dispersionequationdevelopsaone-dimensionalwaterqualitymodel.ThemodelalgorithmhassomemodificationoverothersteadystatemodelsincludingQUAL2E,whichhavebeenusedsteadystateimplementationofimplicitbackward-differencenumericalscheme.Thecomputerprograminthedevelopedmodelcontainsaspecialunsteadystateimplementationoffourpointimplicitupwindnumericalschemesusingdoublesweepmethod.Thesuperiorityofthismethodinthemodelingprocedureresultsthesimulationefficacyundersimplifiedconditionsofeffluentdischargefrompointandnon-pointsources.Themodelishelpfulforeyeviewassessmentofdegreeofinteractionbetweenmodelvariablesforstrategicplanningpurposes.ThemodelhasbeenappliedforthewaterqualitysimulationoftheHanjiangRiverbasinusingflowcomputationmodel.Modelsimulationresultshaveshownthepollutantsprediction,dispersionandimpactontheexistingwaterquality.Modeltestshowsthemodelvaliditycomparingwithothersophisticatedmodels.Sensitivityanalysiswasperformedtooverviewthemostsensitiveparametersfollowedbycalibrationandverificationprocess.
简介:在正常多信道的匹配过滤器使用的过滤器操作员身体上是可实现的。这个过滤器操作符仅仅在过滤进程推迟地震数据。noncausal多信道的匹配过滤器基于一个最少的广场标准被建议解决在哪个预言多重模型数据比真实数据迟了的问题。原因、非原因的多信道的匹配过滤器之间的差别用一个合成射击集合被比较,它表明非原因的匹配过滤器的有效性。另外,滑动随着偏移量和层速度变化的窗户的可变长度被建议解决与在滑动窗户的固定长度增加偏移量增加的事件的计数。滑动窗口的这可变长度也被介绍进修改并且膨胀的多信道的匹配过滤器。这个方法被用于Pluto1.5合成数据集合。非原因的过滤器操作符和可变长度滑动窗户的好处被好多重变细结果表明。
简介:在这份报纸,我们为整个hyperspectral图象的稀少的表示设计了一个颜色可视化模型,在哪个,不是仅仅光谱在稀少的表示的信息而且整个图象的空间信息被保留。在稀少的表示后面,稀少的编码字典的有效元素的颜色标签根据稀少的系数被选择然后混合图象被显示。产生图象维持光谱距离保藏并且好可分性。为本地地面对象,建议单个象素的混合数组和改进面向的裂片质地方法是综合的显示每个象素的特定的作文。这也在混合象素颜色显示和罐头避免颜色演讲的混乱被用来重建原来的hyperspectral数据。最后,模型有效性用真实数据被证明。这个方法是有希望的并且能在许多地里发现使用,例如精力探索,环境监视,灾难警告等等。
简介:Calculatingthemineralcompositionisacriticaltaskinloginterpretation.Elementalcapturespectroscopy(ECS)logprovidestheweightpercentagesoftwelvecommonelements,whichlaysthefoundationfortheaccuratecalculationofmineralcompositions.Previousprocessingmethodscalculatedtheformationcompositionviatheconversionrelationbetweentheformationchemistryandminerals.Thus,theirapplicabilityislimitedandthemethodprecisionisrelativelylow.Inthisstudy,wepresentamultimineraloptimizationprocessingmethodbasedontheECSlog.WederivedtheECSresponseequationsforcalculatingtheformationcomposition,then,determinedtheloggingresponsevaluesfortheelementsofcommonmineralsusingcoredataandtheoreticalcalculations.Finally,asoftwaremodulewasdeveloped.Theresultsofthenewmethodareconsistentwithcoredataandthemeanabsoluteerrorislessthan10%.
简介:In1997,theTZ-162wellinTazhongareaoftheTarimbasinhitthelowerPaleozoicdolomitereservoiratadepthof5,900m.Thedistributionofthedolomitereservoir,however,wasverydifficulttodelineateduetothecomplexsurfaceconditionsandpoorseismicproperties.High-precisiontransientelectromagneticsounding(TEM)wasconductedandgoodresultsobtainedinthisarea.Thispaperdiscussedtheprinciple,dataprocessingandinterpretationofthismethod.Theresultsofstudyingthedolomitereservoirsdemonstratedtheeffectivenessofthemethodinstudyingthelow-resistancedolomitereservoirsinthehigh-resistancecarbonates.Thismethodshouldbeaneffectiveonetostudyreservoirsinareaswithsimilarphysicalpropertiesaswell.
简介:A3-D数字核心描述岩石的毛孔空间微观结构。X光检查微CT扫描是最精确、直接却昂贵的方法获得3-D数字核心。在这研究,我们建议联合沉积模拟的一个混合方法并且退火模仿(SA)产生3-D的方法数字核心基于岩石的2-D图象。有沉积模拟的方法开始造3-D数字核心,它是为SA方法的起始的配置。我们用SA方法更新起始的数字核心匹配2-D岩石图象的自相关功能并且最后造最后的3-D数字核心。与典型SA方法相比,混合方法显著地减少了计算时间。本地孔理论被用于份量上比较重建的3-D有X光检查微CT3-D图象的数字核心。结果显示3-D数字核心由混合方法重建了有同质和X光检查微CT图象的类似于那些的几何连接。形成因素和重建的3-D的渗透数字核心用有限元素方法被估计(女性)并且格子Boltzmann方法(LBM)分别地。模仿的结果在对试验性的大小的好同意。模拟结果的比较建议数字核心由更多仔细独自比典型SA方法反映真运输性质的混合方法重建了。
简介:为勘探地震学的一个重要研究话题是提供一个快精确速度模型从预先叠深度移植。瞄准如此的一个问题,我们建议二次的精确概括了非线性的全球优化迁居速度倒置。首先,我们丢弃在剩余深度和剩余速度之间有一种线性关系并且求婚的假设有使从每次重复的速度模型能尽可能快速走近真正的模特儿的二次的精确的一个速度模型修正方程。第二,我们使用概括非线性的倒置得到全球最佳的速度不安模型到所有踪迹。这个方法能帮助集中速度并且能也减少在倒置期间掉进本地最小的概率。合成数据和Marmousi数据例子证明我们的方法有更高的精确并且需要仅仅一些重复并且因而在复杂区域提高迁居速度分析(MVA)的有实行可能和精确性。
简介:BasedonanalysesoffielddataatsomehydrologicalstationsontheMiddleYangtzeRiverforalongtimeperiod,anewmodeltosimulatestage-dischargerelationshipisdevelopedwiththeconsiderationofthewatersurfaceslope.Applyingthismodeltheriverflowcharacteristicsareanalyzedandthecomputedresultsagreewellwiththefielddata.Theanalysisalsotakesintoaccounttheeffectofwaterlevelatthedownstreamstationandrevealsthelawofchangeofthestage-dischargerelationship.