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A New Wetting and Drying Method for Moving Boundary in Shallow Water Flow Models 被引量:2

A New Wetting and Drying Method for Moving Boundary in Shallow Water Flow Models
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摘要 To deal with the moving boundary hydrodynamic problems of the tidal flats in shallow water flow models, a new wetting and drying (WD) method is proposed. In the new method, a "predicted water depth" is evaluated explicitly based on the simplified shallow water equations and used to determine the status (wet or dry) together with the direction of flow. Compared with previous WD method, besides the water elevation, more factors, such as the flow velocity and the surface shear stress, are taken into account in the new method to determine the moving boundary. In addition, a formula is deduced to determine the threshold, as critical water depth, which needs to be preset before simulations. The new WD method is tested with five cases including three 1D ones and two 2D ones. The results show that the new WD method can simulate the wetting and drying process, in beth typical and practical cases, with smooth manner and achieves effective estimation of the retention volume at shallow water body. To deal with the moving boundary hydrodynamic problems of the tidal flats in shallow water flow models, a new wetting and drying (WD) method is proposed. In the new method, a "predicted water depth" is evaluated explicitly based on the simplified shallow water equations and used to determine the status (wet or dry) together with the direction of flow. Compared with previous WD method, besides the water elevation, more factors, such as the flow velocity and the surface shear stress, are taken into account in the new method to determine the moving boundary. In addition, a formula is deduced to determine the threshold, as critical water depth, which needs to be preset before simulations. The new WD method is tested with five cases including three 1D ones and two 2D ones. The results show that the new WD method can simulate the wetting and drying process, in beth typical and practical cases, with smooth manner and achieves effective estimation of the retention volume at shallow water body.
作者 孙健 陶建华
出处 《China Ocean Engineering》 SCIE EI 2010年第1期79-92,共14页 中国海洋工程(英文版)
基金 supported by the National Natural Science Foundation of China (Grant No.10872144) the Support Plan of Science and Technology of Tianjin (Grant No.07ZCGYSH01700)
关键词 moving boundary wetting anddrying tidal flat numerical simulation shallow water flow moving boundary wetting anddrying tidal flat numerical simulation shallow water flow
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