代根系统建模-混合沙丘加固

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Lukas Ahrenbeck , Oliver Lojek , Johannes Schattmann , Björn Mehrtens , Constantin Schweiger , Viktoria Kosmalla , David Schürenkamp , Nils Goseberg
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引用次数: 0

摘要

海岸沙丘是抵御风暴潮和海平面上升的重要天然屏障,但它们的稳定性日益受到强化的水动力的损害。为了抵御气候变化带来的更强、更频繁的风暴潮,人工设计的天然海岸屏障发挥了重要作用。本研究系统探讨了在模拟风暴潮条件下,以砂氨藻(Ammophila arenaria)根系结构为基础的人工根系替代物增强沙丘稳定性的潜力。实验室实验在一个1.0 m宽、90.0 m长的波浪水槽中进行,以1:7的比例复制了德国圣彼得-奥丁沙丘剖面的地貌特征。三种替代材料(i)椰壳网格,(ii)玄武岩网格,和(iii)椰壳垫在三种不同的放置配置(仅波峰,波峰坡和波峰坡脚)下进行评估,对应于碰撞,轻微冲过和严重冲过的水动力机制。高分辨率3d激光雷达扫描提供了定量、连续的侵蚀量和沙丘剖面变化评估。实验结果表明,材料的柔韧性,特别是椰壳网格和椰壳垫,通过衰减入射波和泥沙滞留,大大减轻了侵蚀,而相对较硬的玄武岩网格表现出较差的性能。小规模试验的对比分析表明,精心设计的人工根系可以减少13.3%至47.6%的侵蚀,从而达到或超过自然植被23%至40%的减少量。这些发现为推进基于自然的海岸防御战略提供了重要见解,并强调了进一步大规模调查以改进材料特性和部署配置的必要性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Surrogate root system modeling — A hybrid dune reinforcement
Coastal dunes are a critical natural defense against storm surges and sea level rise, yet their stability is increasingly compromised by intensified hydrodynamic forces. To withstand stronger and more frequent storm surges as a result of climate change, engineered natural coastal barriers play an important role. This study systematically investigates the potential of artificial root system surrogates based on the root structure of Ammophila arenaria to augment dune stability under simulated storm surge conditions. Laboratory experiments were conducted in a 1.0 m wide and 90.0 m long wave flume, replicating the geomorphological characteristics of a dune profile from Sankt Peter-Ording, Germany, at a scale of 1:7. Three surrogate materials (i) coir grid, (ii) basalt grid, and (iii) coir mat were evaluated across three distinct placement configurations (Crest-only, Crest-Slope and Crest-Slope-Foot) under hydrodynamic regimes corresponding to collision, minor overwash, and heavy overwash. High-resolution 3D-lidar scanning provided quantitative, continuous assessments of erosion volumes and dune profile changes. The experimental results indicate that the flexibility of the materials, particularly coir grid and coir mat, substantially mitigates erosion through attenuation of incoming waves and sediment retention, while the relatively stiffer basalt grid exhibits inferior performance. Comparative analyses of small-scale experiments demonstrate that strategically designed artificial root systems can reduce erosion by 13.3 % to 47.6 %, thereby matching or surpassing the 23 % to 40 % reductions documented for natural vegetation. These findings provide critical insights for advancing nature-based coastal defense strategies and highlight the necessity for further large-scale investigations to refine material properties and deployment configurations.
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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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