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ID:32504769
大小:19.14 MB
页数:75页
时间:2019-02-09
《复杂地形天然河道水流运动数值模拟研究》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、AbstractNaturalriverwatersurfaceline,respectivelyinsteadyandunsteadyflowanalysisoftwoaspects.ApplicationoftheBernoulliequationandtheSaint-Venantequationscalculatingtheriversurfacecurve.However,naturalrivershavechangefulboundaryconditionsandflowstate,thereisaconversionofflowandflowcomp
2、lex.CalculatedbytheBernoulliequationofsteadywatersurfaceline,analysisintheflow,jet,flowpaRemconversionandthepierbackwaterconditionofwatersurfacecurve.Becauseoftheirdifferentflowcharacteristics,inthenumericaliterationmethodalsohasthedifference.Unsteadyflowconditions,flowpaRemisoftenuse
3、dtoslowPulaishimanimplicitscheme,directdiffusionformatandcharacteristiclinemethodoftheCourantformat.Theresultsofthesethreekindsofformats,andthecalculationofthreekindsofdifferenceschemesofwaterbalancebythelawofconservationofmass,theCourantformatinthesubcriticalflowconditionsthantheothe
4、rtwokindsofdifferenceschemesatisfiesthelawofconservationofmass.TheflowpatterniStherapidsinthreedifferenceschemesforimprovement,derivedjetCourantformat,jetdiffusionformatandjetPulaishimanformatintheory.111eriverinthenumericalcalculationforsteadyflow,peakflowwatersurface.simplecalculati
5、onmethod.Withthechangesofthenaturalriverflow,calculationofwatersurfacecurveRiverunsteadyflownumerical.comparedwitllthepeakflowandaconstantstreamofthewaterline,mostofthewatersurfacelinehigher.Finally,usingVisualBasicvisualprogramminglanguage,visualcalculationfromthewaterlineanditschang
6、einthefiver.Keyword:naturalrivercoursesteadyflowsubcriticalflowjetflowunsteadyflowdifferenceschemelI目录目录摘要⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯IAbstract⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯..IIl绪论⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯l1.1研究意义⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯11.2国内外研究概况⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯
7、21.3存在问题⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.⋯⋯⋯..41.4本文拟采取的研究方法和思路⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯52天然河道恒定流水面曲线计算方法研究⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯.72.1不同流态情况下计算方法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯72.1.1缓流河道计算⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯。82.1.2急流河道计算⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯122.1.3动能修正系数和局部阻力系数⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯132.2流态转换情况下计算方法⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯l62.
8、3含建筑物
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