南黄海放射状沙脊近海人工岛建成后的地貌过程

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-05-27 DOI:10.1016/j.coastaleng.2024.104545
Kaicheng Qu , Kefeng Chen , Nairui Wang , Jinhai Zheng , Peidong Lu
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引用次数: 0

摘要

近海人工岛是开发和利用海洋空间资源的一种新方法。以往的研究主要是利用实验室实验和数值模拟来预测人工岛建成后的侵蚀和沉积分布。然而,由于缺乏长期连续的监测,阻碍了对这些岛屿地貌过程的系统研究。在中国江苏省如东人工岛建造前后,进行了长达 20 年的水下地形监测。结合潮汐流、悬浮泥沙浓度和表层沉积物的现场观测结果,研究了人工岛周围水道-沙脊系统的演变和局部冲刷的发展过程。结果表明,人工岛建成后,其周边水道总体呈现出北水道向北偏移、中水道向南拓宽、南水道向西和向南延伸的演变趋势。人工岛的四个角都出现了冲刷现象,西南角、西北角、东北角和东南角的冲刷深度峰值分别为 7.3 米、5.6 米、13.7 米和 12.2 米。西南角和西北角的冲刷在五年内达到平衡。但在东南角,人工岛东南侧滩涂的持续侵蚀增强了当地的水动力,导致冲刷进一步发展。东北角的大规模冲刷主要是由取水管道及其保护工程建设后当地流场的变化引起的。这些地貌变化是径向沙脊自然演变和工程建设造成的局部侵蚀和沉积共同作用的结果。目前,岛屿周围的沙岸仍处于工程建设后的动态演化过程中,岛屿周围的局部冲刷尚未达到平衡。
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Geomorphological processes following the construction of an offshore artificial island in the radial sand ridges of the South Yellow Sea

Offshore artificial islands represent a novel way to develop and utilize marine space resources. Previous research has focused on predicting erosion and deposition distributions following the islands construction, utilizing laboratory experiments and numerical simulations. However, the absence of long-term continuous monitoring has hindered systematic studies on the geomorphological processes of these islands. A 20-years of underwater terrain monitoring scheme was conducted before and after construction of the Rudong Artificial Island in Jiangsu Province, China. The results were combined with on-site observations of tidal currents, suspended sediment concentrations, and surficial sediment to investigate the evolution of the water channel–sand ridge system and the development process of local scour around the artificial island. The results indicated that after the construction of the artificial island, its surrounding water channels showed an overall evolution trend of the north channel shifting towards the north, the middle channel widening and moving south, and the south channel extending westward and southward. Scour has been observed at the four corners of the artificial island, with the peak depths of 7.3 m, 5.6 m, 13.7 m, and 12.2 m at the southwest, northwest, northeast, and southeast corners respectively. The scour in the southwest and northwest corners reached an equilibrium within five years. However, in the southeast corner, continuous erosion of the shoal on the southeast side of the artificial island enhanced the local hydrodynamic force, leading to further scour development. The large-scale scour in the northeast corner was mainly caused by changes in the local flow field following the construction of water intake pipelines and their protection projects. These geomorphological changes are the joint results of the natural evolution of the radial sand ridges and local erosion and deposition from engineering construction. Currently, the sandbanks surrounding the island are still undergoing dynamic evolution following engineering construction, and local scour around the island has not yet reached equilibrium.

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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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