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ID:31950816
大小:14.83 MB
页数:86页
时间:2019-01-29
《泵站进、出水流道优化水力设计方法-研究》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库。
1、Iv扬州大学硕士学位论文basisoftheMicrosoftAccessdatabaseplatform,usedtheVisualBasiclanguage,thedatabasemanagementsystemsthathydraulicdesignofthepumpsysteminletandoutletconduitwasdeveloped;(5)TheCharacteristicsofElbowinletconduitandsiphonoutletconduitgeometricfigurewereanalyzedandth
2、eparametricmodeloftheelbowinletconduitandsiphonoutletconduitwereestablished;(6)Usedofthetheorieandmethodofnumericalsimulationofturbulentflowtheory,andexplainedtheareaofnumericalcalculationandtheboundaryconditionsoftheinletandoutletconduitandpumpsystem;(7)Thispaperintrodu
3、cedthemodeltestmethodsandtestequipmentontheinletandoutletconduitanalysis,settledtheproblemabouthowtoobserveflowpatternandmeasurethehydraulicloss;(8)Theoptimumhydraulicdesignofthepumpsystemwascomparativelydeepstudiedinthispaperbythehelpoftheproposedmethod.Theoptimalsoluti
4、onoftheinletandoutletconduitwasdetermined,themodeltestfortheoptimalsolutionoftheinlet,outletconduitandpumpsystemWascompleted,thenthemodeltestresultwascomparedandanalyzed.ByapplyingthemodemcomputertechnologyandCFDnumericalcomputationaltheory,Thehydraulicdesignmethodsofthe
5、conduitisimprovedandoptimized,the3Doptimumhydraulicdesignideaswasmadeclear,andthepapersolvedthekeyissueswhichrequiredintheoptimizationprocess.Analyzedtheoreticallythemethodisreasonable,andfromengineeringapplicationsthemethodisvalid.The3Doptimumhydraulicdesigntheoryofthei
6、nletandoutletconduitofthisarticlecanbeusedtoguidethelargeandmedium—sizedpumpingstationtodesigntheinletandoutletconduit.TheKeywords:theinletandoutletconduitOfpumpingstation,Optimumhydraulicdesign,Analysis,Optimizationproblem,Fineoptimization,Databasemanagementsystem,Param
7、etricmodel,NumericalSimulation,Modeltest王刚:泵站进、出水流道优化水力设计方法研究V符号说明符号物理含义‘刁效率●_——缈平均角速度——速度加权平均角度p——“口平均轴向速度“口,各单元轴向速度“,,各单元横向速度圪流速分布均匀度,”单元个数孝水头损失系数h水力损失—-V平均流速p流体密度—●“速度向量,时间F单位流体体积力f粘性应力丁温度∥动力粘性系数K传热系数k湍动能VI扬州大学硕士学位论文符号物理含义s湍动耗散率{ur湍动黏度Gk应力生成项吼k方程湍流Prandtl数Oe占方程湍流Prand
8、tl数p压强v流速Vwall壁面速度旯模型比Q流量d管道内径H测压管水头万不确定度r半径一平均半径饧R进出水流道进口半径,2转速△办水力损失B出水池宽度D叶轮直径王刚:泵站进、出水流道优化水力设计方法研究目
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