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一、二维耦合数学模型在水利枢纽通航水流条件研究中的应用
引用本文:崔冬,刘新成,潘丽红. 一、二维耦合数学模型在水利枢纽通航水流条件研究中的应用[J]. 水利水电科技进展, 2009, 29(1): 35-39. DOI: 10.3880/j.issn.1006-7647.2009.01.010
作者姓名:崔冬  刘新成  潘丽红
作者单位:上海市水利工程设计研究院,上海,200063
摘    要:针对目前数值模拟中水利枢纽控制结构物的调度运行与其上下游平面流场难以同时兼顾的研究现状,采用一、二维耦合数学模型成功模拟了大治河西水利枢纽3种调度运行工况下的平面流场,分析了通航水流条件,为大治河新建二线船闸平面布置的合理性分析提供依据,也为相关研究提供参考。

关 键 词:一、二维数学模型  耦合计算  通航水流条件  大治河西水利枢纽
修稿时间:2009-02-18

Application of 1D and 2D coupled mathematical model in navigation flow condition of hydro-junction
CUI Dong,LIU Xin-cheng,Pan Li-hong. Application of 1D and 2D coupled mathematical model in navigation flow condition of hydro-junction[J]. Advances in Science and Technology of Water Resources, 2009, 29(1): 35-39. DOI: 10.3880/j.issn.1006-7647.2009.01.010
Authors:CUI Dong  LIU Xin-cheng  Pan Li-hong
Abstract:Because of the difficulty of simultaneously taking the operation of a hydro-junction and the surrounding detailed flow field into account in a mathematical simulation,the flow of the Dazhi River western hydro-junction in three different running conditions is simulated successfully with a 1D and 2D coupled mathematical model.The navigation flow condition is analyzed.The results can provide evidence for the rationality analysis of the layout of the Dazhi River second lock and a correlation study.
Keywords:1D and 2D mathematical model  coupling calculation   navigation flow condition  western hydro-junction of Dazhi River
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