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扩散器在宽浅江河中排放的流场与浓度数值模拟

Numerical Simulation of Flow and Concentration Field Induced by Multiport Diffutser in Open Channels

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【作者】 王超赵天台严忠民

【Author】 Wang Chao Zhao Tiantai Dept, of Environmental Engineering, Hohai Univ.Yan Zhongmin Pes. Inst. of Water Resources and Hydroelectric Power, Hohai Univ.

【机构】 河海大学环境工程系河海大学环境工程系河海大学水利水电科学研究所

【摘要】 本文从三维雷诺方程和物质输运方程出发,导出水深平均的二维K-ε紊流模型,运用控制体积法对方程组进行离散,采用SLMPLE计算程式,模拟计算扩散器近区流场和浓度场.通过物理模型试验,验证数值模型,计算结果与试验值十分吻合.

【Abstract】 The steady two-dimensional flow and concentration field induced by a diffuser in open channels are obtained by a numerical solution of the depth-averaged k-ε equations based on integrating three-dimensional Reynolds equations and scalar equation. The numerical scheme which uses the control volme method and SIMPLE method is validated against detainled laboratory experiments for a wide range of ambient conditions.

  • 【分类号】X522
  • 【被引频次】11
  • 【下载频次】67
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