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Gangfeng Wu, Ying-Tien Lin, Ping Dong and Kefeng Zhang
In this study, a two-dimensional depth-integrated non-hydrostatic wave model is developed. The model solves the governing equations with hydrostatic and non-hydrostatic pressure separately. The velocities under hydrostatic pressure conditions are firstly...
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Gangfeng Wu, Zhehao Yang, Kefeng Zhang, Ping Dong and Ying-Tien Lin
The use of multiple-level non-uniform rectangular mesh in coupled flow and sediment transport modeling is preferred to achieve high accuracy in important region without increasing computational cost greatly. Here, a robust coupled hydrodynamic and non-eq...
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Zhiguo He, Peng Hu, Liang Zhao, Gangfeng Wu and Thomas Pähtz
Breaching of earthen or sandy dams/dunes by overtopping flow and waves is a complicated process with strong, unsteady flow, high sediment transport, and rapid bed changes in which the interactions between flow and morphology should not be ignored. This s...
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Zheng Gangfeng, Wu Bin and He Cunfu
Pág. 397
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