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Morphological impact of the construction of an offshore Yangshan Deepwater Harbor in the port of Shanghai, China

机译:中国上海港口洋山深水港建设的形态学影响

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Yangshan Deepwater Harbor, located in the Qiqu Archipelago adjacent to Hangzhou Bay, is the new deepwater harbor of the Port of Shanghai. Its construction, which began in 2002, entails three types of engineering projects: closing a series of inlets, land reclamation, and dredging. After the construction of harbors 1, 2, and 3, these engineering projects caused a series of morphological changes in the area. Because of the serious sedimentation in the harbor area, further construction of the planned harbors has been stopped for the time being. Research on the sedimentation and its causes is urgently needed in order to decide whether to continue construction of more harbors. In this paper we analyze the morphological changes in the harbor area using bathymetric data collected from 1998 to 2010. Since 2004 bathymetry in the area has been surveyed every year, making it possible to analyze the spatial and temporal variation of sedimentationerosion in detail. The analyses provide a good insight into how the morphological changes are related to the various projects of the harbor construction and how the changes develop over time. It is shown that in the year immediately after an inlet was closed accretion occurred on both sides of the closure. The sedimentation rates decrease significantly in the following years. Accretion accelerated from 2007 to 2009 but decreased thereafter. The results of the analyses indicate that routine dredging will be necessary to maintain the requisite 15-m depth requirement for berths, but a regular dredging routine is feasible. For a better understanding of the mechanisms responsible for the observed morphological changes a numerical model based on Delft3D is used to simulate the hydrodynamic and sediment transport processes. The model results provide insights into how the morphological changes are related to the changes in hydrodynamics induced by the closures of the inlets.
机译:洋山深水港位于上海湾的齐渠群岛,是上海港新的深水港。它的建设始于2002年,涉及三种类型的工程项目:关闭一系列的进水口,开垦土地和疏dr。在建造了港口1、2和3之后,这些工程项目导致了该地区的一系列形态变化。由于港口地区的严重沉积,暂时停止了计划中的港口的进一步建设。为了决定是否继续建设更多港口,迫切需要研究沉积及其成因。在本文中,我们使用1998年至2010年收集的测深数据来分析港口区域的形态变化。自2004年以来,每年都要对该港口的测深进行调查,从而有可能详细分析沉积物侵蚀的时空变化。这些分析为形态变化与港口建设的各个项目之间的关系以及随着时间的推移变化如何发展提供了很好的见解。结果表明,紧接进水口关闭的那一年,在封口的两侧都发生了积垢。在接下来的几年中,沉积速率显着下降。从2007年到2009年吸积加速,但此后下降。分析结果表明,常规挖泥将是必要的,以保持必要的15米深的泊位要求,但定期挖泥是可行的。为了更好地了解引起观察到的形态变化的机理,使用了基于Delft3D的数值模型来模拟水动力和泥沙输送过程。模型结果提供了有关形态变化与入口封闭引起的水动力变化之间关系的见解。

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