期刊文献+

平流式沉淀池水流三维CFD模拟 被引量:13

Three-Dimensional CFD Simulation of Flow Field in Rectangular Sedimentation Tanks
在线阅读 下载PDF
导出
摘要 建立了平流式沉淀池水流的三维两相流模型,在动量方程中考虑了相间界面力的作用,以及悬浮物体积分数和两相间密度差的影响;应用计算流体力学软件STAR-CD对模型进行求解.结果表明,沉淀池内宽度方向速度分布是非均匀的;进水口下方和污泥斗上方存在回流区;进水区水流湍动能较大,而沉淀区内很小;同时比较了出水口处是否设置挡板以及挡板深度对流场的影响.以Imam的实验结果进行验证,流场模拟值与实验值吻合很好. A three-dimensional two-phase flow model was built to simulate the flow fields in rectangular sedimentation tanks. The interracial forces as well as the volume fraction of suspended solids and density difference between suspended solids and liquid were considered in modeling. The simulation was performed by the computational fluid dynamics software STAR-CD. Results showed that the distribution of velocity along z-axis was not uniform, and the circumfluence areas were under the inlet and over the sludge hopper. The turbulent kinetic energy of flow was high in the influent zone, while in the settling zone relatively low. ences of baffle on the flow field were discussed. The flow field predicted by the model measurements carried out by Imam. Furthermore, the influagreed well with previous
出处 《天津大学学报》 EI CAS CSCD 北大核心 2007年第8期921-930,共10页 Journal of Tianjin University(Science and Technology)
基金 国家自然科学基金资助项目(50579045)
关键词 平流式沉淀池 两相流模型 三维流场分布 计算流体力学 rectangular sedimentation tank two-phase model flow three-dimensional flow field distribution computational fluid dynamics
  • 相关文献

参考文献18

  • 1Imam E,McCorquodale J A.Simulation of flow in rectangular clarifiers[J].Journal of Environmental Engineering,1983,109(3):713-730.
  • 2郭生昌,陈亮,胡晋明.平流式沉淀池流场的计算及探讨[J].江苏环境科技,2003,16(4):10-12. 被引量:17
  • 3Imam E,McCorquodale J A,Bewtra J K.Numerical modeling of sedimentation tanks[J].Journal of Hydraulic Engineering,1983,109 (12):1740-1754.
  • 4曾光明,葛卫华,秦肖生,黄国和,李建兵.污水厂二维沉淀池水流和悬浮物运动数值模拟[J].中国环境科学,2002,22(4):338-341. 被引量:53
  • 5曾光明,葛卫华,秦肖生,黄国和,刘鸿亮.数值模拟方法在二维沉淀池优化设计中的应用[J].环境工程,2002,20(2):10-12. 被引量:23
  • 6Adams E W,Rodi W.Modeling flow and mixing in sedimentation tanks[J].Journal of Environmental Engineering,1990,116(7):895-913.
  • 7Lyn D A,Stamou A I,Rodi W.Density currents and shearinduced flocculation in sedimentation tanks[J].Journal of Hydraulic Engineering,1987,113 (6):849-867.
  • 8Zhou Siping,McCorquodale J A.Modeling of rectangular settling tanks[J].Journal of Hydraulic Engineering,1992,118(10):1391-1405.
  • 9Mazzolani G,Pirozzi F,d'Antonoi G.A generalized settling approach in the numerical modeling of sedimentation tanks[J].Water Science and Technology,1998,38(3):95-100.
  • 10蔡金傍,段祥宝,朱亮.沉淀池水流数值模拟[J].重庆建筑大学学报,2003,25(4):64-69. 被引量:28

二级参考文献14

  • 1槐文信,李炜.二维突扩层流的开边界问题[J].水利学报,1995,27(10):60-64. 被引量:9
  • 2章梓雄 董曾南.黏性流体力学[M].北京:清华大学出版社,1998..
  • 3赵学端.粘性流体力学[M].北京:机械工业出版社,1987..
  • 4-.环境工程设计手册[M].长沙:湖南科技出版社,1994..
  • 5科常昭.环境流体力学导论[M].北京:清华大学出版社,1992..
  • 6程声通.环境系统分析[M].北京:高等教育出版社,1992..
  • 7Zhou,S. ,McCorquodale,J.A..Modeling of rectangular settling tanks[J]. Journal of Hydraulic Engineering,ASCE, 1992,118(10):1391-1400.
  • 8Imam,E.,McCorquodale,J. A..Simulation of flow in rectangular clarifiers[J]. Journal of Environmental Engineer, ASCE, 1983, (109) :713 - 730.
  • 9Stamou,A. I. ,E. W., Rodi, W..Numerical modeling of flow and settling in primary rectangular clarifiers[J].Journal of Hydraulic Research, IAHR, 1989,27(5) :665 - 682.
  • 10陶文铨.计算液体力学与传热学[M].北京:中国建筑工业出版社,1991..

共引文献84

同被引文献125

引证文献13

二级引证文献59

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部