鱼山岛围填海工程对水动力及泥沙输运的影响

    Hydrodynamic and suspended sediment transport responses to reclamation in Yushan Island, Hangzhou Bay

    • 摘要: 围填海工程通过改变岸线形态重塑近岸水动力与泥沙输运格局。本研究以杭州湾鱼山岛围填海工程为对象,基于MIKE21构建二维水动力-泥沙耦合模型,在验证模型可靠性的基础上,系统分析了工程实施前后潮流场、底床切应力、悬浮泥沙浓度(SSC)分布及海床冲淤变化特征。结果表明:人工围堤的阻挡作用使迎流面和背流面流速整体降低0.2~0.5 m/s,底床切应力下降0.2~0.4 N/m2,泥沙再悬浮受到抑制,近岸SSC降低0.02~0.06 kg/m3; 堤角处受挑流作用影响,流速和底床切应力分别增加0.1~0.3 m/s和0.1~0.3 N/m2,SSC升高。工程引起的冲淤变化具有明显局地性,淤积增强区域主要集中在距人工岸线约2 km范围内,年淤积速率增加0~0.6 m/a,外围区域冲淤变化趋缓;大鱼山岛南北两侧深槽区仍维持较高的流速和底床切应力,冲淤幅度有限,原有滩槽格局总体保持稳定。围填海工程改变了近岸潮流结构及泥沙再悬浮-沉降平衡,进而引起局地冲淤格局调整,其影响程度随距人工岸线距离的增加而逐渐减弱。

       

      Abstract: Land reclamation reshapes nearshore hydrodynamics and sediment transport by altering coastline morphology. In this study, the reclamation project at Yushan Island in Hangzhou Bay was investigated. A two-dimensional hydrodynamic-sediment coupling model was built using MIKE21 and validated, from which tidal-current fields, bed shear stress, suspended sediment concentration (SSC) distributions, and seabed scour-siltation characteristics before and after project implementation were systematically analyzed. Results show that the blocking effect of artificial dikes reduced flow velocities by 0.2–0.5 m/s and bed shear stress by 0.2–0.4 N/m2 on the frontal and lee sides, suppressing sediment resuspension and decreasing nearshore SSC by 0.02–0.06 kg/m3. At dike corners, flow deflection increased velocity and bed shear stress by 0.1–0.3 m/s and 0.1–0.3 N/m2, respectively, causing increased SSC. The reclamation-induced scour-siltation variations showed pronounced local characteristics. In addition, the enhanced siltation was primarily concentrated within approximately 2 km of the artificial shoreline, and annual siltation rates increased by 0–0.6 m/a, whereas outer regions showed attenuated changes. Deep troughs on the north and south sides of Dayushan Island maintained high flow velocities and bed shear stress, showing limited morphological changes and overall stable channel-shoal patterns. Therefore, land reclamation altered nearshore current structures and the sediment resuspension-deposition balance, resulting in adjusted scour-siltation patterns, with the magnitude of these effects gradually decreasing with increasing distance from the artificial shoreline.

       

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