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《China Harbour Engineering》 2017-07
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Tidal flow mathematical model of the reclamation project at Nanhuizui tidal flat of Yangtze River

ZUO Shu-hua;LI Bei;ZHANG Zheng;HUANG Yu-xin;XU Ting;National Engineering Laboratory of Port Hydraulic Construction Technology,Tianjin Research Institute of Water Transport Engineering;Key Laboratory of Engineering Sediment of Ministry of Transport,Tianjin Research Institute of Water Transport Engineering;  
In order to discuss the hydrodynamic change before and after the reclamation project, we established a 2-D tidal flow mathematical model of Yangtze Estuary to Hangzhou Bay to predict the change and discuss the influence of the project on the water area around. The results show that after reclamation project implementation, the flow field characteristics of the Yangtze Estuary and the Hangzhou Bay are not changed and the influenced region focus on the waters around project scope.The position of the split-flow mouth is moved outward obviously by the embankment. In the south channel of Yangtze Estuary,the flood and ebb velocity are all increased due to the narrowed section by the project. Because the embankment blocks the flow, the flood and ebb velocity are all decreased at the east of the embankment. However, the current velocity in the north of Hangzhou Bay is increased slightly. It is found that after the reclamation project, the seabed is scoured in the south channel and Luchao Port, while the seabed is silted in the east of embankment.
【Fund】: 上海市科委科研计划项目(15DZ1202300);; 中央级公益性科研院所基本科研业务费项目(TKS150207 TKS150210)
【CateGory Index】: TV148;U652.3
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