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浑水水力分离清水装置内水沙两相弱旋流场数值模拟

Two-Phase Water-Sediment Weak Swirl Flow Simulation in Turbid Water Hydraulic Separator

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【作者】 李琳邱秀云龚守远赵涛牧振伟

【Author】 LI Lin1,QIU Xiu-yun1,GONG Shou-yuan2,ZHAO Tao1,MU Zhen-wei1 (1.College of Water Conservancy and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052;2.College of Agronomy,Xinjiang Agricultural University,Urumqi 830052)

【机构】 新疆农业大学水利与土木工程学院新疆农业大学农学院新疆农业大学水利与土木工程学院 乌鲁木齐830052乌鲁木齐830052

【摘要】 采用RNG(重整化群)两方程紊流模型和简化的多相流Mixture(混合)模型,对浑水水力分离清水装置内水沙两相三维弱旋流场进行了数值模拟。根据计算结果,详细比较和分析了加沙前后装置内径向、轴向以及切向速度分布特征,及其对"装置"内泥沙运动和水沙分离效率的影响。从水沙两相流场特性出发,初步探讨了"装置"有效分离水沙并获得清水的机理,为设计优化装置结构提供理论基础。

【Abstract】 In this paper,the improved RNG two-equation turbulent model and the simplified multiphase mixture model are used to simulate the two-phase water-sediment flow field with weak swirl of a turbid water hydraulic separator.According to the computational results,the characteristics of radial,tangential and axial velocity of clean water and sediment-entrained water field,and the influence of them on sediment movement and separation efficiency are all analyzed in detail in this paper.Meanwhile,on the basis of two-phase flow field characteristics,the mechanisms of water-sediment separation and clean water extraction with the device are preliminarily discussed in this paper,which also can be referenced for structure optimization of the device.

【基金】 国家自然科学基金重点项目(50469003);新疆维吾尔自治区高校科研计划科学研究重点项目(XJEDU2004121)联合资助
  • 【文献出处】 中国农村水利水电 ,China Rural Water and Hydropower , 编辑部邮箱 ,2008年01期
  • 【分类号】TV142
  • 【被引频次】24
  • 【下载频次】236
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