一二维耦合水利枢纽施工导截流模型  

A 1D-2D coupled model for construction diversion and closure of hydro-junction project

作　　者：林金波 金生[1] 门亚 丁伟业 LIN Jin-bo;JIN Sheng;MEN Ya;DING Wei-ye(Dalian University of Technology,State Key Laboratory of Coastal and Offshore Engineering,Dalian 116024,China;Zhuangzi Construction Group(Baoding)INC,Baoding 071000,China)

机构地区：[1]大连理工大学海岸和近海工程国家重点实验室,大连116024 [2]庄子建设集团(保定)有限公司,保定071000

出　　处：《水道港口》2020年第2期231-238,共8页Journal of Waterway and Harbor

基　　金：国家自然科学基金资助项目(51739011)。

摘　　要：施工导截流是水利水电工程施工过程中关键的控制性工程,对施工工期、造价及安全都有着极其重要的意义。文章利用节点耦合的质量及动量守恒方法建立了一二维耦合有限体积施工导截流模型。为了验证耦合模型精度,将一二维耦合模型计算水位、流速及流量值与物理模型试验数据进行对比,模型计算结果与实验数据吻合良好。然后,将该耦合模型应用于水利枢纽导截流工程,对施工导流过程中河道及泄流低孔内水位及流速变化进行了模拟分析。该一二维耦合模型适用于实际水利枢纽导截流工程流场及相关水利参数模拟计算,为类似导截流工程的流场计算及设计施工提供了一种新的有效工具。Construction diversion and closure is a key project in the hydraulic engineering,which is of great significance to the construction period,cost and safety.In this paper,a 1D-2D coupled finite volume model was established by using a mass and momentum conservation method.To validate the coupled model,the calculated water level,velocity and flow rate were compared with the experimental data.The numerical results of the 1D-2D coupled model are in good agreement with the experimental data.Then,the coupled model was applied to the construction diversion and closure of the hydro-junction project to analyze the water level and velocity in the river channel and discharge low holes.In a word,the 1D-2D coupled model can be used to simulate the flow field and relevant hydraulic parameters of the construction diversion and closure of the real hydro-junction project.It provides a new and useful tool for the flow field calculation,design and construction of similar construction diversion and closure projects.

关 键 词：水利枢纽工程 施工导截流 一二维耦合模型 有限体积 

分 类 号：U617[交通运输工程—船舶及航道工程] TV512[交通运输工程—船舶与海洋工程]