荷兰中部海岸海岸沙输运和海岸线变化的长期模拟

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Leo C. van Rijn , Bastiaan J.A. Huisman
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引用次数: 0

摘要

本文采用一维海岸线模型,对荷兰中部海岸有无构筑物的海岸沙输运及其相关的海岸线变化进行了模拟。并给出了2DH模型的结果。考虑了两个不同的地点:1)IJmuiden长防波堤以南的大型海滩平原和2)海牙南部的大型(mega)营养场地。这两个地点的海岸线都因干预而明显地偏离了平衡,因此所涉及的海岸线变化对于研究新平衡海岸线方向的发展以及相关的海岸线变化速率和所涉及的海岸运输都非常有意义。利用Van Rijn(2014)的半经验LST方程计算LST值,并对其进行分析,以更好地了解荷兰海岸沿海变化的实际驱动因素和模型的性能。这些模型是用1979年至2021年(40年)相对较长时间内附近海上站的测量和模拟海浪数据进行的。一维模式提供了沙马达和IJmuiden长期净海岸变化的良好后验结果。长IJmuiden防波堤阴影区的实际海岸曲率略显不足,但可以通过适度调整进行校准。IJmuiden防波堤背风处波浪阴影区的影响可以通过近岸波浪条件(使用SWAN波浪模型)以及Kamphuis(1992)波浪衍射的更简单的工程方法来足够精确地表示。对于沙马达站点,1D模型为沿尖端的侵蚀评估提供了足够准确的预测,但沙马达以南的区域没有很好地代表,因为它受到加速的潮流和Hoek van Holland(鹿特丹港入口)长防波堤的波浪阴影的影响。两个站点原始(未受干扰的)海岸线的年净海岸运输量估计为:IJmuiden向北(55-65公里)约50,000立方米/年,Sand Motor站点向北(109公里)约100,000立方米/年。这两个地点的年变化都非常大,因为来自西南和北部的波浪的贡献可能有很大变化。包括IJmuiden的海港防波堤在内,由于波浪阴影效应,净地表温度在km 66 (IJmuiden以南)向北增加到300,000 m3/年。同样,在沙车营养区建设后,营养区两侧的净lst值也发生了巨大变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Long term modelling of longshore sand transport and coastline changes along central COAST of Holland
This paper is focused on the simulation of longshore sand transport (LST) and associated coastline changes at the central coast of Holland with and without structures using 1D coastline models. Results of 2DH models are also given. Two contrasting sites are considered: 1) the large-scale beach plain south the long breakwaters of IJmuiden and 2) the large scale (mega) nourishment site south of The Hague. Both sites have a coastline that was brought significantly out of equilibrium as a result of the interventions, and the coastline changes involved are therefore very insightful for studying both the development towards the new equilibrium coastline orientation as well as the associated rate of coastline change and longshore transports involved. The LST-values were computed with the semi-empirical LST equation of Van Rijn (2014) and analyzed to better understand the actual drivers for coastal change along the coast of Holland coast and performance of the models. The models were forced with measured and simulated wave data from nearby offshore stations over a relatively long period of time between 1979 and 2021 (40 years). The 1D models provided good hindcast results of the long-term net coastal change at the Sand Motor and IJmuiden. The actual coastal curvature in the shadow zone of the long IJmuiden breakwaters was slightly under-represented, but could be calibrated with moderate adjustments. The effect of the wave shadowing zone in the lee of the IJmuiden breakwaters could be represented with sufficient accuracy either by using nearshore wave conditions (using the SWAN wave model) as well as with a much simpler engineering method for wave diffraction of Kamphuis (1992). For the Sand Motor site, the 1D model provided sufficiently accurate predictions for assessments of erosion along the tip, but the area south of the Sand Motor was not represented well because it is affected by the accelerating tidal current and the wave shadowing of the long breakwaters at Hoek van Holland (entrance to Rotterdam harbour). The estimated net annual longshore transport at the original (undisturbed) coastline at both sites are: about 50,000 m3/yr to north at IJmuiden (km 55–65) and about 100,000 m3/yr to north at the Sand Motor site (at km 109). Annual variations are very large at both sites as the contribution of waves from the south-western and northern sectors can vary considerably. Including the harbour breakwaters of IJmuiden, the net LST increases to 300,000 m3/yr to north at km 66 (south of IJmuiden) due to wave shadowing effects. Similarly after construction of the Sand Motor nourishment, the net LST-values at both flanks of nourishments changed drastically.
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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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