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Migration of sediment deposition due to the construction of large-scale structures in Changjiang Estuary

机译:长江口大型建筑物建设导致泥沙淤积迁移

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The paper presents measurements of sediment deposition in the navigation channel of Changjiang Estuary during the construction of the world largest jetty-spur system. A significant change of sediment deposition pattern is found after the second stage of the project, which extended the previous 25 km long jetties built in the first stage to about 50 km. The measurements show that the main deposition region migrated from the lower reach to upper reach of the navigation channel, with the strongest deposition occurred at the upper middle reach. The physical mechanisms inducing the migration of the sediment deposition region are studied numerically using the finite-volume coastal ocean model (FVCOM). Model results reveal that the tidal currents as well as the sediment processes in the northern passage are greatly changed by the structures. With the extension of the structures, suspended sediment concentration decreases at the upper reach and increases at the lower reach, resulting in a seaward migration of turbidity maximum in the northern passage. The changes of suspended sediment concentration distributions are mainly caused by the adjustments of tidal currents at ebb. The analysis based on the local momentum balance identifies two mechanisms causing these adjustments.
机译:本文介绍了在建造世界上最大的跳闸-正弦系统的过程中,长江口航道内沉积物的测量结果。在该项目的第二阶段之后,发现了沉积物沉积模式的重大变化,这将先前在第一阶段建造的25公里长的码头延伸到了大约50公里。测量结果表明,主要沉积区域从导航通道的下游迁移到上游,其中最强的沉积发生在中上游。利用有限体积沿海海洋模型(FVCOM)对引起沉积物沉积区迁移的物理机制进行了数值研究。模型结果表明,北通道的潮流和泥沙过程被结构极大地改变了。随着结构的扩展,悬浮沉积物的浓度在上游减小,而在下游增大,从而导致北通道最大浊度向海迁移。悬浮泥沙浓度分布的变化主要是由于潮汐潮退时的调节引起的。基于局部动量平衡的分析确定了导致这些调整的两种机制。

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