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河道二维水沙数学模型及流场动态显示初探
引用本文:董壮,陆永军. 河道二维水沙数学模型及流场动态显示初探[J]. 泥沙研究, 2003, 0(2): 32-38
作者姓名:董壮  陆永军
作者单位:1. 河海大学,水文水资源及环境学院,江苏,南京,210098
2. 南京水利科学研究院,江苏,南京,210029
摘    要:作者简述了正交贴体坐标系下河道二维水沙数学模型的基本方程、边界条件、动边界技术及数值计算方法,应用北江下游水流及河床变形资料对模型进行了验证;采用Visual Basic5.0进行了流场动态显示的初步探讨。此外,讨论了设计依据及存在的问题。

关 键 词:河道二维水沙数学模型 正交贴体坐标系 边界条件 数值计算 悬移质 推移质 动态显示
文章编号:0468-155X(2003)02-0032-07
修稿时间:2001-12-30

Primary Study on 2-D Sediment Mathematical Model and Animated Drawing of the Velocity Field
DONG Zhuang ,LU Yong jun. Primary Study on 2-D Sediment Mathematical Model and Animated Drawing of the Velocity Field[J]. Journal of Sediment Research, 2003, 0(2): 32-38
Authors:DONG Zhuang   LU Yong jun
Affiliation:1.Hehai University; 2.Nanjing Hydraulic Research Institute
Abstract:The basic equations of 2 D sediment mathematical model, boundary conditions in the boundary fitting orthogonal coordinate system,the moveable boundary technique and the numerical solution are firstly introduced.The model is then verified with the data of flow and sediment of the down stream of the Beijiang River in Guangdong. In addition,the animated drawing of the velocity field is initially studied with Visual Basic 5 0 The unresolved problems are discussed.
Keywords:boundary fitting coordinate  mathematic model  suspended load  bed load  2 D velocity field  animated drawing  Visual Basic
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