Measurements and modeling of aeolian sand transport on dynamic cobble berm revetments

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
C.O. van IJzendoorn , M.E. Wengrove , P. Ruggiero , H.G. Bond
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引用次数: 0

Abstract

Dynamic cobble berm revetments are a nature-based adaptation solution aimed at preventing or slowing coastal erosion. Dynamic cobble berm revetments mimic natural composite beaches that consist of a low-sloping sandy beach backed by a steeper cobble slope. During high wind conditions, wind can blow sand from the sandy beach into the cobble berm. Subsequent infilling of a dynamic revetment by aeolian (wind-driven) sand transport is hypothesized to affect its morphological development and performance, e.g. by reducing wave infiltration and increasing overtopping. However, aeolian sand transport on dynamic cobble berm revetments has not yet been measured or simulated with numerical models. Here, we use event-based field measurements to show that aeolian sediment transport on dynamic revetments is dependent on the wind speed and moisture content on the beach, and that dynamic revetments can trap 93–100 % of the aeolian sand transport from the beach. Additionally, we adapt a numerical aeolian sediment transport model (AeoLiS) to replicate the physical processes, such as sediment trapping, that alter sand transport on a dynamic revetment. As a result, the modified model reproduces the timing and spatial patterns of measured aeolian transport and the sand trapping efficiency of dynamic revetments. A simulation of sand infilling on a dynamic revetment shows how sand trapping is reduced once a dynamic revetment is filled with sand. The modified model considers wind-driven sand infilling and provides a pathway for considering the combined effect of marine and aeolian processes (i.e., by coupling with a hydrodynamic model) in dynamic revetment design.
动力卵石护岸上风沙输运的测量与模拟
动态卵石护岸是一种基于自然的适应性解决方案,旨在防止或减缓海岸侵蚀。动态鹅卵石护坡模拟天然复合海滩,由一个低倾斜的沙滩和一个更陡峭的鹅卵石斜坡组成。在大风条件下,风会把沙滩上的沙子吹到鹅卵石护堤上。据推测,风沙输运对动力护岸的后续充填会影响护岸的形态发育和性能,例如减少波浪入渗和增加漫顶。然而,在动力卵石护岸上的风沙输运还没有被测量或用数值模型模拟。在这里,我们使用基于事件的现场测量结果表明,动态护岸上的风沙输运取决于海滩上的风速和水分含量,并且动态护岸可以捕获海滩上93% - 100%的风沙输运。此外,我们采用了一个数值风成沙输运模型(AeoLiS)来模拟改变动态护岸上沙输运的物理过程,如泥沙捕获。结果表明,修正后的模型能较好地再现实测风输运的时间和空间格局以及动力护岸的捕沙效率。对动态护岸填沙的模拟表明,一旦动态护岸填沙,捕沙量是如何减少的。修正后的模型考虑了风沙充填,为动力护岸设计中考虑海洋和风成过程的联合作用(即与水动力模型耦合)提供了途径。
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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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