利用计算流体动力学(CFD)研究以近海风为主导的人造海岸前沙丘上的气流和沙子输送:形状变化的影响。

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-05-01 DOI:10.1016/j.coastaleng.2024.104534
Antoine Lamy , Thomas A.G. Smyth , Nicolas Robin , Patrick A. Hesp
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引用次数: 0

摘要

前沙丘提供了许多环境和生态系统服务,包括在暴风雨期间防止海浪侵蚀和洪水 危害。虽然人类干预对沿海沙丘短期演变的影响已相当清楚,但对其实施几十年后对当前风力和沉积物动态的影响却知之甚少。勒卡特(法国东南部)的沿海沙丘是人为建造的,主要受近海风力影响。自 20 年前建造以来,沙丘的长岸形态发生了明显变化,这种变化继承了最初建造时的形态。沙丘北部的剖面是对称的,倾斜度为 28°,倾斜度为 30°,只有一个沙峰。南部则不对称,具有较缓的倾斜坡度(12°)、26°倾斜坡度和双峰。为了探索这种明显的形态差异对地貌的潜在影响,我们进行了多次不同风速和风向的数值模拟。结果表明,在每种情况下,近地面风速都加速向沙丘迎风坡的沙丘峰移动。最大风速随入射风向的变化而变化,当入射风流垂直于沙丘峰顶时,风速最大。沙丘南段的双峰对风流产生了影响,引起了两个连续的加速区,最大风速大于单峰沙丘。在存在陡峭斜坡(单峰沙丘)的地方,只有在垂直风时才会出现风流分离现象。这表明,沙丘的形状和风向是关键参数,而不是风速。受反向分离流影响的区域空间有限,没有超出沙丘脚,但低于风化沉积物迁移的临界值。在沙丘背风处的其他地方,斜风(310° 和 330°)的风向仅偏转 15°,垂直风(290°)在南部地区的风向偏转不到 10°。在这些地方,剪切速度超过了临界值,特别是在南部沙丘,这与沙丘顶植被附近形成的起伏风积物相吻合。在这个人造沙丘上观察到的风流和风化沉积物迁移过程的空间差异,直接源于二十年前建造沙丘时的差异。这些结果表明了建造的沙丘剖面的重要性,因为它可能对景观的长期演变和系统的沉积物预算产生影响。
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Using Computational Fluid Dynamics (CFD) to investigate airflow and sand transport on a human-made coastal foredune dominated by offshore wind: Impact of the shape variability.

Foredunes provide many environmental and ecosystem services including protection from wave erosion and flooding hazards during storm events. While the impact of human interventions on the short-term evolution of coastal dunes is reasonably well understood, less is known about their contemporary influence on current wind and sediment dynamics several decades after implementation. The coastal dunes in Leucate (SE, France) have been anthropogenically constructed and are dominated by offshore wind conditions. Since their construction 20 years ago, a distinct variation in their longshore morphology has developed that is inherited from its original construction. The northern part of the dune has a symmetrical profile with a 28° degree stoss slope, 30° lee slope and a single crest. The southern part is asymmetric, with a gentler stoss slope (12°), 26° lee slope, and a double crest. To explore the potential geomorphic impacts of this distinct difference in morphology, several numerical simulations with varying wind speeds and direction were conducted. We used Computational Fluid Dynamics (CFD) to explore the spatial variations of the near surface wind flow, shear stress and aeolian sediment transport.

Results

show that for each scenario, near surface wind speed accelerated toward the dune crest on the windward slope of the dune. The maximum wind speed varied with incident wind direction, the highest speeds occurring when incident wind flow was perpendicular to the dune crest. The double crest in the southern section of the dune affected the wind flow by inducing two consecutive speeds-up zones, with a greater maximum wind speed than on the single crested dune. Wind flow separation was observed where a steep lee slope was present (single crested dune), and only during perpendicular winds. This suggests that the shape of the dune and the direction of the wind are key parameters rather than wind speed. The area affected by reversed separated flow was spatially limited and did not extend beyond the dune toe but was below the threshold for aeolian sediment transport. Elsewhere in the lee of the dune, the wind was only deflected by an order of 15° for the oblique winds (310 and 330°), and less than 10° for the perpendicular wind (290°) on the southern part. In these locations, the shear velocity exceeded the threshold, notably on the southern dune, which coincided with the formation of undulating aeolian deposits in the lee of vegetation on the dune crest. The spatial differences observed in wind flow and aeolian sediment transport processes on this human-made dune were directly inherited from differences in their construction two decades ago. These results demonstrate the importance of the constructed dune profile, due to its potential impact on the long-term evolution of the landscape and the sediment budget of the system.

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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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