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大型泵站前池非定常平面流态模拟
引用本文:赵毅山,韦鹤平.大型泵站前池非定常平面流态模拟[J].同济大学学报(自然科学版),1998,26(4):401-404.
作者姓名:赵毅山  韦鹤平
作者单位:同济大学工程力学与技术系!上海,200092(赵毅山),同济大学污染控制与资源化研究国家重点实验室!上海,200092(韦鹤平)
摘    要:推导了N-S方程的混合有限分析法格式及其一些性质应用交错网格法,进行数值模拟上海市合流污水治理二期工程南线A号污水泵站前池的非定食平面流场.模拟结果与实测数据有较好的吻合

关 键 词:泵站  前池  非定常  混合有限分析法

Giant Pump Station Front Tank Two-dimensional Nonsteady Flow Field
Zhao Yishan.Giant Pump Station Front Tank Two-dimensional Nonsteady Flow Field[J].Journal of Tongji University(Natural Science),1998,26(4):401-404.
Authors:Zhao Yishan
Abstract:A hybrid finite analytic scheme for solving Narier-Stokes equations and some characters are derived in this paper.Hybrid finite analytic method and staggered grid are used to calculate the whole field of two-dimensional nonsationary flow in the front tank of SA sewage pump station.The results of calculation agree with experimental data.
Keywords:Pump station  Front tank  Nonsteady  Hybrid finite analytic method
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