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弯道水流水质的二步隐式算法数值模拟

Study of two-step implicit algorithm for 2D flows in a bend channel
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摘要 采用优于SIMPLEC算法的2步隐式解法求解二维曲线坐标系下的浅水方程,建立了二维弯道水流数学模型.对流项采用二阶精度的Roe格式离散,物理变量采用适体坐标系下的同位网格布置,网格界面流速由动量插值法计算,紊动黏性系数由修正的kε-模型确定.基于此水流数学模型,建立了二维弯道水质模型.最后应用所建模型,对汉江仙桃弯曲河段内的水流水质进行了数值模拟,计算结果和实测数据符合较好,验证了所建模型的可靠性和实用性. A two-dimensional shallow model of turbulent flows has been developed in a curvilinear coordinate system.The convection terms are discretized by the Roe's scheme with second-order accuracy.Collocated meshes in curvilinear coordinates are applied into the model;and the velocities at the control mesh surfaces are obtained by momentum interpolation method.The governing equations are solved by the efficient fractional two-step implicit algorithm being superior to SIMPLEC algorithm.Based on the flow mathematical model,a two-dimensional water quality model in curvilinear coordinates has been established.The new model has been applied to simulate flows and water quality in a bend channel.The comparison between calculated results and experiment data are in agreement,so as to confirm the reliability and usability of the proposed mathematical model.
作者 刘玉玲
出处 《武汉大学学报(工学版)》 CAS CSCD 北大核心 2011年第5期594-598,共5页 Engineering Journal of Wuhan University
基金 陕西省重点实验室基金项目(编号:2010JS078) 陕西省教育厅基金项目(编号:2010JK761)
关键词 浅水模型 Roe格式 2步隐式算法 水流水质 shallow water model Roe's scheme two-step implicit algorithm flows and water quality
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