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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 被引量:3

Numerical Simulation of Flow and Concentration Field Induced by Multiport Diffutser in Open Channels
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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. 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.
出处 《河海大学学报(自然科学版)》 CAS CSCD 1992年第3期15-23,共9页 Journal of Hohai University(Natural Sciences)
关键词 扩散器 数值模拟 河流 流场 浓度场 open channel diffuser numerical simulation κ-ε model control volume mothod momentum source flow field concentration field
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