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河口垂向二维悬沙输移数学模型
引用本文:李国杰,李世森,胡建平,曾小辉. 河口垂向二维悬沙输移数学模型[J]. 水道港口, 2006, 27(6): 352-356
作者姓名:李国杰  李世森  胡建平  曾小辉
作者单位:中交第二航务工程勘察设计院,武汉,430071;天津大学建筑工程学院,天津300072
摘    要:针对窄深的潮汐河口建立了沿宽度方向积分平均的垂向二维悬沙输移数学模型,潮流场的模拟采用三维MOHID模型,悬沙对流扩散方程采用Galerkin有限元法进行求解。利用该模型模拟了长江口北槽段潮流输沙过程,计算结果与实测资料较好吻合,表明了该模型能够模拟窄深的潮汐型河口地区悬沙输移过程。

关 键 词:垂向二维  有限元  潮流  悬沙浓度  数学模型
文章编号:1005-8443(2006)06-0352-05
收稿时间:2006-07-24
修稿时间:2006-08-16

A 2-D vertical finite element mathematical model of suspended sediment transport
LI Guo-jie,LI Shi-sen,HU Jian-ping,ZENG Xiao-hui. A 2-D vertical finite element mathematical model of suspended sediment transport[J]. Journal of Waterway and Harbour, 2006, 27(6): 352-356
Authors:LI Guo-jie  LI Shi-sen  HU Jian-ping  ZENG Xiao-hui
Affiliation:1. The Second Harbor Engineering Investigation and Design Institute, China Transportation Engineering, Wuhan 430071, China ; 2. School of Civil Engineering, Tianjin University, Tianjin 300072, China
Abstract:A laterally-averaged 2-D vertical mathematical model is presented for the suspended sediment transport in the tidal estuary using Galerkin finite element method.The tide field is simulated by the 3-D MOHID model and the convection-diffusion equation is discreted by using Galerkin finite element method.This model is adopted to simulate the suspended sediment transport at the north passage of Changjiang River Estuary and the calculated results coincide with the field data,which validates this model can simulate the suspended sediment transport process in the tidal estuary.
Keywords:2-D vertical  finite element method  tidal current  suspended sediment concentration  mathematical model
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