Impacts of land reclamation projects on hydrodynamics and morphodynamics in the highly altered North Branch of the Changjiang Estuary

IF 1.6 Q4 ENVIRONMENTAL SCIENCES Anthropocene Coasts Pub Date : 2022-09-27 DOI:10.1007/s44218-022-00006-2
Qi Zhang, Daidu Fan, Tao Feng, Junbiao Tu, Xingjie Guo
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引用次数: 1

Abstract

The estuary is highly dynamic and sensitive to external and internal forcing. We examine a chain reaction of hydrodynamic and morphodynamic responses to a series of land reclamation projects during the period 1997 to 2017 in the North Branch of the Changjiang Estuary through the Digital Elevation Model (DEM) comparison and the numerical simulation by the Finite Volume Community Ocean Model (FVCOM). The results show that tidal amplification was further strengthened by the artificially reduced channel volume in the middle and upper segments of the North Branch due to the implementation of several large-scale land-reclamation projects in the first stage (1997–2007), and the channel siltation in the middle and upper segments was in turn further promoted by the increased tidal flows with flood dominance. In the second stage (2007–2017), tidal amplification was relaxed by the channel narrowing project at the lower segment and the waterway improvement project through channel dredging works at the middle and upper segments. Contemporary erosion volume was almost balanced by the accretion volume in the North Branch because of the weakening dominance of flood over ebb flows. Spatiotemporal variation in channel accretion and erosion patterns in response to estuarine engineering projects was vividly mirrored by the change of simulated bed shear stress in that the areas with increased (decreased) bed shear stress underwent severe erosion (accretion). These findings highlight again the dynamic feature of tide-dominated estuaries and the importance of simulation tools to the estuarine management.

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填海造陆工程对长江口北支高蚀变区水动力和地貌动力学的影响
河口是高度动态的,对外力和内力都很敏感。我们通过数字高程模型(DEM)的比较和有限体积群落海洋模型(FVCOM)的数值模拟,研究了1997年至2017年长江口北支一系列填海造地工程的水动力和形态动力学响应的连锁反应。结果表明,由于第一阶段(1997–2007年)实施了几项大规模的土地征用项目,北支中上段的人工减少了航道体积,进一步加强了潮汐放大,以洪水为主的潮流增加又进一步促进了中上段河道淤积。在第二阶段(2007-2017),通过下段河道变窄工程和中上段河道疏浚工程的航道改善工程,潮汐放大得到了放松。由于洪水对落潮的主导作用减弱,北支的当代侵蚀量几乎与吸积量相平衡。模拟床剪切应力的变化生动地反映了河口工程项目引起的河道淤积和侵蚀模式的时空变化,即床剪切应力增(减)大的区域经历了严重的侵蚀(淤积)。这些发现再次突出了潮汐主导河口的动态特征以及模拟工具对河口管理的重要性。
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