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Seabed deposition and erosion change and influence factors in the Yangshan Deepwater Port over the years 被引量:2
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作者 Shuhua Zuo Hualiang Xie +4 位作者 Xiaoming Ying Cheng Cui Yuxin Huang Huaiyuan Li Mingxiao Xie 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2019年第7期96-106,共11页
The seabed scouring and silting are very important to the construction of port and waterway engineering. Seabed deposition and erosion change is complicated due to the influence of sediment supply, human activities an... The seabed scouring and silting are very important to the construction of port and waterway engineering. Seabed deposition and erosion change is complicated due to the influence of sediment supply, human activities and other factors. The Yangshan Deepwater Port is the new deep water harbor, which is an important part of the Shanghai International Shipping Service Center. Its construction has received much attention. At present, the water depth from the 1 st to the 3 rd harbor district is currently suitable under regular dredging and tidal current action. The fourth harbor district will be built in the world’s largest fully-automated deep water wharf. In the study, bathymetry change of the entire sea area of the Yangshan Deepwater Port and the 4 th harbor district(i.e.,Phase IV project) waters were analyzed quantitatively using multiyear bathymetric, hydrological and sediment data. The results show that from 1998 to 2010, seabed changes are characterized by large volumes of erosion and sedimentation, which the southern part was deposited and the northern part was eroded in the inner harbor waters, but the seabed of the Kezhushan inlet was eroded. Seabed changes of Phase IV project waters generally show a scour tendency in recent few years with the annual scour rate about 0.7 m. Among the many factors, the existence of Kezhushan inlet and its influence of the western water flow play an important positive role in water depth changes under the ebb tide action. 展开更多
关键词 Yangshan Deepwater Port phase IV project water and sediment environment seabed deposition and erosion change diversion dike
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Numerical Simulation of Interaction of a Current with a Circular Cylinder near a Rigid Bed
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作者 M. Y. Abdollahzadeh Jamalabadi M. Oveisi 《Journal of Applied Mathematics and Physics》 2016年第2期398-411,共14页
The numerical modeling of a 2D flow around a horizontal cylinder near a rigid bed with the gap ratios G/D = 0, 0.2, 0.3 at Reynolds numbers 840, 4500, 9000, and 9500 is investigated by using weakly compressible smooth... The numerical modeling of a 2D flow around a horizontal cylinder near a rigid bed with the gap ratios G/D = 0, 0.2, 0.3 at Reynolds numbers 840, 4500, 9000, and 9500 is investigated by using weakly compressible smoothed particle hydrodynamics. The velocity field and the separation angles from the present simulations are compared with those obtained from the experimental measurements and are in a good agreement. The results show that the maximum value of shear stress on the bed increases as the cylinder closes the bed and suddenly decreases when the cylinder contact the wall. 展开更多
关键词 Vortex Shedding Circular Cylinder Wall Proximity seabed erosion Weakly Compressible Smoothed Particle Hydrodynamics (WCSPH) Method
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