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自适应网格下的近岸波浪缓坡方程数值模型
引用本文:孟祥宇,唐 军,李巧生. 自适应网格下的近岸波浪缓坡方程数值模型[J]. 水运工程, 2017, 0(1): 20-25
作者姓名:孟祥宇  唐 军  李巧生
作者单位:大连理工大学 海岸和近海工程国家重点实验室,辽宁 大连 116024,大连理工大学 海岸和近海工程国家重点实验室,辽宁 大连 116024,江苏省苏州市航道管理处,江苏 苏州 215008
基金项目:国家自然科学基金项目(51579036, 51579030);国家重点基础研究发展计划资助项目(2013CB430403)
摘    要:在近岸变水深缓坡海域,充分考虑到波浪传播过程中的折射、绕射、反射以及波浪破碎等效应,采用引入破碎项的椭圆型缓坡方程,基于自适应四叉树网格建立了近岸波浪缓坡方程的数值模型,数值模型采用有限体积法求解。该网格可根据计算节点处波长与网格尺寸间的关系自动判定是否进行网格加密划分,使之适应椭圆型缓坡方程每个波长范围内至少布置8个计算节点的特征,提高计算精度的同时又能提高计算效率。采用已有的物理模型试验和实测资料对数值模型进行了验证。结果表明,该模型可以有效地模拟近岸变水深缓坡海域波浪传播。

关 键 词:数值模拟;缓坡方程;四叉树;有限体积法

Near-shore waves elliptic mild-slope equation model under adaptive grid
MENG Xiang-yu,TANG Jun and LI Qiao-sheng. Near-shore waves elliptic mild-slope equation model under adaptive grid[J]. Port & Waterway Engineering, 2017, 0(1): 20-25
Authors:MENG Xiang-yu  TANG Jun  LI Qiao-sheng
Affiliation:State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China,State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China and Suzhou Waterways Management Division,Suzhou 215008,China
Abstract:The water waves were numerically studied by the elliptic mild-slope equation which introduced wave-breaking effect and considered the refraction,diffraction and reflection on the near-shore mild-slope coastal.Under a automatic quad-tree grid system,the numerical model was solved by finite volume method.The primary grid would be divided if the local wavelength is smaller-than-eightfold grid width to insure the accuracy of the elliptic mild-slope equation.The numerical results were compared with physical experiment data and the field measurement data,and the results showed that the numerical model has preferable adaptation to near-shore complex zones.
Keywords:numerical simulate  mild-slop equation  quad-tree  finite volum method
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