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双向配水船坞泵房进水廊道三维流动数值模拟 被引量:2

Numerical simulation of three-dimensional flow for double inlet passage of boatyard
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摘要 采用雷诺平均纳维斯托克斯方程(RNA S)和标准k-ε湍流模型,运用S IM PLEC算法,对不同工况下某船坞泵站双向配水单侧进水廊道进行三维数值模拟计算,预测了回流区及旋涡发生位置与形态,分析了进水廊道型式、廊道几何参数对廊道内水流流态的影响,提出了相应的整流措施,改善了廊道内水流流态,为船坞廊道设计提供了指导.该方法研究周期短,研究成本低,有工程实用价值. Based on Navier-Stokes equations and the standard k-ε turbulent mode, numerical simulation of three-dimensional flow is applied on inlet passage of a boatyard pumping station. From the calculated results, the measurements of improving the inlet flow pattern are provided. The solutions can be used to direct the design of the boatyard inlet passage, shorten the cycle of the study and reduce the cost of the research. The results show that the calculated model is reliable and practical.
出处 《扬州大学学报(自然科学版)》 CAS CSCD 2005年第3期70-73,共4页 Journal of Yangzhou University:Natural Science Edition
基金 江苏省教育厅指导性计划项目(G0209084) 江苏省重点实验室开放基金项目(KJS02035)
关键词 船坞 进水廊道 流态 数值模拟 boatyard inlet passage flow pattern numerical simulation
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参考文献10

  • 1刘超,成立,汤方平.水泵站前池三维流动计算和试验[J].农业机械学报,2001,32(6):41-44. 被引量:28
  • 2张仁田.双向泵站进水流道优化水力设计与试验研究[J].农业机械学报,2003,34(6):73-76. 被引量:15
  • 3MATAHEL A,TATSUAKI N,GEORGE C.Numerical simulation of inviscid three-dimensinoal flows at singleand dual-pumpintakes[J].J Hydr Res,2002,40(4):461~470.
  • 4王林锁 屈磊飞 陈松山.浙江船坞水泵房进水廊道型式研究报告[R].扬州:扬州大学水利科学与工程学院,2004..
  • 5陈松山,葛强,周正富,杨国平,严登丰.大型泵站双向进水流道三维紊流数值模拟[J].江苏大学学报(自然科学版),2005,26(2):102-105. 被引量:38
  • 6YAO Q, CAO X Y, CEN K F. Algebraic stree model with RNG ε-equation for simulating confined strongly swirling turbulent flows [J]. J Therm Sci, 2001, 10(1): 1379~1388.
  • 7SHANKAR N J, CHAN E S, ZHANG Q Y. Three-dimension simulation for an open channel flow with a constriction [J]. J Hydr Res, 2001, 39(2):187~201.
  • 8JIAN Y, McCORQUODATE J A. Simulation of curved open channel flows by 3D hydrodynamic model [J]. J Hydr Engin, 1998, 124(7):687~698.
  • 9袁新明,陈华,王丽艳.低佛氏数对冲式消力池紊流水流的数值模拟[J].扬州大学学报(自然科学版),2004,7(2):69-73. 被引量:4
  • 10陈毓陵 徐辉 吴新明.双向流道流态改善研究[J].排灌机械,2000,18(5):14-17.

二级参考文献24

  • 1徐宇,吴玉林,王琳.水泵进水池内紊流及涡旋的数值模拟[J].工程热物理学报,2001,22(S1):33-36. 被引量:16
  • 2余春和 祝庭华.双向进出水流道的应用[J].水泵技术,1982,(1):50-56.
  • 3陆林广 张仁田.泵站进水流道水力优化设计[M].北京:中国水利水电出版社,1997..
  • 4LAURSEN E M. Pipe plunge pool energy dissipator [J]. J Hydr Engin, 1992, 117(12): 1 448~1 453
  • 5LEUTHEUSSER H J. Backward flow velocity of submerged hydraulic jumps [J]. J Hydr Engin, 2001, 127(6):514~517
  • 6HIRT W, NICHOLS B D. Volume of fluid method for the dynamics of free boundaries [J]. J Comput Phys, 1981, 39: 201~225
  • 7YAKHOT V, ORSZAG S A. Renormalization group analysis of turbulence [J]. J Sci Comput, 1986, 1(1):3~5
  • 8YAKHOT V, ORSZAG S A. Development of turbulence models for shear flows by double expansion technique [J]. Phys Fluids A, 1992, 4(7):1 510
  • 9江苏机电排灌工程研究所.郑集泵站整体模型试验研究报告[M].,1994..
  • 10Jian Ye,J Hydraul Eng ASCE,1998年,124卷,7期,687页

共引文献73

同被引文献16

  • 1成立,刘超,周济人,汤方平.大型立式泵站簸箕型进水流道三维紊流数值模拟[J].水力发电学报,2004,23(4):65-68. 被引量:19
  • 2陈松山,葛强,周正富,杨国平,严登丰.大型泵站双向进水流道三维紊流数值模拟[J].江苏大学学报(自然科学版),2005,26(2):102-105. 被引量:38
  • 3田家山.给、排水泵站进水流态紊乱的危害与对策[J].河海大学学报,1988,16(2):16-18.
  • 4Jian Ye,McCorquodate J A.Simulation of curved open channel flows by 3D hydrodynamic model[J].Journal of Hydraulic Engineering,ASCE,1998,124(7):687-698.
  • 5王林锁 严登丰 陈松山.江尖水利枢纽泵站水工模型试验研究报告[R].扬州大学水利科学与工程学院,2005.4..
  • 6REMBOLO B,JENNY P.A multiblock joint PDF finite-volume hybrid algorithm for the computation of turbulent flows in complex geometries[J].J Comput Phys,2006,220(1):59-87.
  • 7CADAFALCH J,PEREZ-SEGARRA C C,CONSUL R,et al.Verification of finite volume computations on steady state fluid flow and heat transfer[J].ASME J Fluids Engin,2002,124(1):11-21.
  • 8VAN DOORMAL J P,RAITHBY G G.Enhancement of the SIMPLE method for predicting incompressible fluid flows[J].Num Heat Transf,1984(7):147-163.
  • 9HAYASE T,HUMPHREY J A C,GREIF R.A consistently formulated QUICK scheme for fast and stable convergence using finite-volume iterative calculation procedures[J].J Comput Phys,1992,98(1):108-118.
  • 10陆林广,周济人,叶健,刘丽君.簸箕形进水流道的优化水力设计[J].水利学报,1997(9):31-36. 被引量:18

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