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Huang Hu,Ding Pingxing,Lü Xiuhong.Mild-slope equation for water waves propagating over non-uniform currents and uneven bottoms[J].Acta Oceanologica Sinica,2000,(3):23-31
Mild-slope equation for water waves propagating over non-uniform currents and uneven bottoms
Mild-slope equation for water waves propagating over non-uniform currents and uneven bottoms
投稿时间:1999-07-14  修订日期:2000-01-15
DOI:
中文关键词:  Mild-slope equation  wave-current-uneven bottom interactions  Hamiltonian formulation for irrotational motions  Bragg reflection
英文关键词:Mild-slope equation  wave-current-uneven bottom interactions  Hamiltonian formulation for irrotational motions  Bragg reflection
基金项目:This project was supported by the National Outstanding Youth Science Foundation of China under contract No. 49825161.
作者单位
Huang Hu State Key Laboratory of Estuarine & Coastal Research, East China Normal University, Shanghai 200062, China 
Ding Pingxing State Key Laboratory of Estuarine & Coastal Research, East China Normal University, Shanghai 200062, China 
Lü Xiuhong State Key Laboratory of Estuarine & Coastal Research, East China Normal University, Shanghai 200062, China 
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中文摘要:
      A time-dependent mild-slope equation for the extension of the classic mild-slope equation of Berkhoff is developed for the interactions of large ambient currents and waves propagating over an uneven bottom,using a Hamiltonian formulation for irrotational motions.The bottom topography consists of two compon}ts:the slowly varying component which satisfies the mild-slope approximation,and the fast varying component with wavelengths on the order of the surface wavelength but amplitudes which scale as a small parameter describing the mild-slope condition.The theory is more widely applicable and contains as special cases the following famous mild-slope type equations:the classical mild-slope equation,Kirby's extended mild-slope equation with current,and Dingemans's mild-slope equation for rippled bed.Finally,good agreement between the classic experimental data concerning Bragg reflection and the present numerical results is observed.
英文摘要:
      A time-dependent mild-slope equation for the extension of the classic mild-slope equation of Berkhoff is developed for the interactions of large ambient currents and waves propagating over an uneven bottom,using a Hamiltonian formulation for irrotational motions.The bottom topography consists of two compon}ts:the slowly varying component which satisfies the mild-slope approximation,and the fast varying component with wavelengths on the order of the surface wavelength but amplitudes which scale as a small parameter describing the mild-slope condition.The theory is more widely applicable and contains as special cases the following famous mild-slope type equations:the classical mild-slope equation,Kirby's extended mild-slope equation with current,and Dingemans's mild-slope equation for rippled bed.Finally,good agreement between the classic experimental data concerning Bragg reflection and the present numerical results is observed.
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