Quick Search:       Advanced Search
Huang Hu,Ding Pingxing,Lü Xiuhong. 2000. Mild-slope equation for water waves propagating over non-uniform currents and uneven bottoms. Acta Oceanologica Sinica, (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
Received:July 14, 1999  Revised:January 15, 2000
DOI:
Key words:Mild-slope equation  wave-current-uneven bottom interactions  Hamiltonian formulation for irrotational motions  Bragg reflection
中文关键词:  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.
Author NameAffiliation
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 
Hits: 849
Download times: 683
Abstract:
      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.
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.
HTML View Full Text   View/Add Comment  Download reader
Close