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碟管式反渗透膜组件的导流盘表面结构设计

Optimal Design of Disk-type Membrane Module of Disc Tube Reverse Osmosis System
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摘要 为解决碟管式反渗透膜(DTRO)组件因湍流特性分布不均匀而造成的膜污染问题,通过优化设计导流盘凸点结构及布局方式,采用计算流体力学(CFD)方法建立流动计算模型,提出一种高湍流凸点结构形状和最优凸点布局的导流盘表面结构设计方案。实验结果表明,这种高湍流的梯形四棱柱凸点结构及最优布局,通过增大导流盘内部湍流强度与反渗透膜表面的剪切应力,将碟管式反渗透膜组件的渗透通量提升25.8%,通量衰减率提升8.9%。 To address the membrane fouling caused by the uneven distribution of turbulence characteristics in the DTRO(disc tube reverse osmosis)membrane module system,convex structure and layout of the disk-type membrane module were optimized,a flow calculation model established by using CFD(computational fluid dynamics),and a design of the surface structure of the disk-type membrane module having convex structures with high turbulence and the optimal convex structures layout proposed.The experimental results show that the trapezoidal quadrangular prism convex structure and the optimal layout significantly increase the turbulence intensity inside the disk-type membrane module and the shear stress on the surface of the reverse osmosis membrane,thus increasing the DTRO permeate flux by 25.8%and flux decay rate by 8.9%.
作者 宋靖靖 严滨 张亚玲 孙兆博 王冠博 SONG Jingjing;YAN Bin;ZHANG Yaling;SUN Zhaobo;WANG Guanbo(School of Environmental Science and Engineering,Xiamen University of Technology,Xiamen 361024,China;Xiamen Key Laboratory of Membrane Research and Application,Xiamen 361024,China)
出处 《厦门理工学院学报》 2023年第5期88-96,共9页 Journal of Xiamen University of Technology
基金 厦门市重大科技计划项目(3502Z20221029)。
关键词 碟管式反渗透膜组件 导流盘 结构设计 凸点布局 计算流体动力学 disc tube reverse osmosis disk-type membrane module structural design layout of convex structure computational fluid dynamics
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  • 1张宏忠,松全元,王淀佐.垃圾渗滤液膜处理技术[J].膜科学与技术,2004,24(5):69-73. 被引量:25
  • 2陈钰,杨顺生,潘科.膜处理技术在城市垃圾渗滤液处理中的应用[J].工业用水与废水,2005,36(1):13-16. 被引量:25
  • 3杨飞黄,杨顺生,曹冬梅,魏代波.反渗透膜及其在城市垃圾渗沥液处理中的应用[J].工业安全与环保,2007,33(3):8-11. 被引量:8
  • 4Chian E. Stability of organic matter in landfill leachates [J]. Water Research, 1977,11 (2) :225 - 232.
  • 5Angelo C, Rolando R, Nicola V. Treatment of landfill leachate by reverse osmosis[J]. Water Research, 1999,33 (3) :647 - 652.
  • 6Hurd S. Kennedy K J, Droste R L. Low - pressure reverse osmosis treatment of landfill leachate[J]. Waste Technology and Management, 2001,27 ( 1 ) : 1 - 14.
  • 7Hung Y - T, Jawaji R K, Lo H H. Treatment of landfill leachate with reverse osmosis[J ]. Ohio J of Sci, 2003,103 (1):40.
  • 8Gilbert Y S C, Chang Jie, Tonni A K. Removal of nonbiodegradable compounds from stabilized leachate using VSEPROmembrane filtration [J ]. Desalination, 2007,202 (1--3) :310 - 317.
  • 9Rautenbach R, Linn Th. High pressure reverse osmosis and nanofiltration, a “zero discharge” process combination for the treatment of wastewater with severe fouling/scaling potential[ J ]. Desalination, 1996,105 (1) : 63 - 70.
  • 10Thomas A P. Purification of landfill leachate with reverse osmosis and nanofiltration [ J ]. Desalination, 1998, 119: 289 - 293.

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