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波生沿岸流数值模拟研究及其实验验证
引用本文:孙涛,韩光,陶建华. 波生沿岸流数值模拟研究及其实验验证[J]. 水利学报, 2002, 33(11): 0001-0007
作者姓名:孙涛  韩光  陶建华
作者单位:天津大学力学系,天津,300072
基金项目:国家自然科学基金重点资助项目 (5 983 93 3 0 ),国家自然科学基金资助项目 (19772 0 3 1)
摘    要:本文在高阶近似抛物化缓坡方程求解大面积波浪场基础上,利用辐射应力的概念建立了波生沿岸流模型。通过与不同斜坡地形条件下具有不同 波高、周期的规则波及不规则波生流的物理模型实验结果比较,验证了数学模型应用的广泛性和正确性。本文着重分析了数学模型中水平涡粘系数的确定,并得出了沿岸流的一些规律性结论。

关 键 词:数值模拟;沿岸流;抛物缓坡方程
文章编号:0559-9350(2002)11-0001-07
修稿时间:2001-08-14

Numerical simulation of wave induced long shore currents and experimental verification
SUN Tao,HAN Guang,TAO Jian-hua. Numerical simulation of wave induced long shore currents and experimental verification[J]. Journal of Hydraulic Engineering, 2002, 33(11): 0001-0007
Authors:SUN Tao  HAN Guang  TAO Jian-hua
Affiliation:Tianjin University
Abstract:Based on the high order approximate parabolic equation for mild slope, the concept of radiation stress is applied to establish the model for wave induced long shore currents. The applicability and validity of the model is verified by experiments both for regular and irregular wave induced currents with different wave height and period under the condition of various slope. The emphasis of the analysis is laid on the determination of the horizontal eddy coefficient. Some laws of wave induced long shore current are obtained.
Keywords:numerical simulation  long shore current  parabolic mild slope equation
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