近岸沉积物运移的增强和海床形态的演变:海滩犁耕实验室实验

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
E. Pellón, O. Quetzalcóatl, I. Aniel-Quiroga, M. González, R. Medina, C. Vidal
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引用次数: 0

摘要

近年来,由于气候变化,海岸逐渐后退的问题更加严重。沙滩上的沙子在冬季被侵蚀,在夏季通过缓慢的增生过程部分恢复。开发新的 "与自然共生 "技术,加强海滩的增生,有助于恢复冬季流失的大部分沙子,从而减少气候变化对海滩的影响。海床的存在有助于增加陆上沉积物的输送,但很少有研究对其影响进行量化。本研究在原型规模的实验室实验中分析了人工形成的海床形态对陆上沉积物迁移的演变和影响。测试的床形模拟了潮间带的海滩犁耕,波长为 1.6 米,高度为 0.25 米,与拖拉机可进行的犁耕尺寸一致。进行了两次试验,初始形态相同,均为中砂(D50 = 0.318 毫米),海况条件(Hs = 0.3 米,Tp = 7 秒)产生增生,水位不同,代表两种潮汐状态。实验水槽纵向分为两个相等的 1 米宽水道,可同时模拟自然控制几何形状和犁耕几何形状,便于比较并确保相同的海况。犁耕床面的存在产生了两种效应:(1) 自然增殖速度加快,达到 40%;(2) 由于床面的迁移,沉积物向岸上迁移。自然增殖速度加快的原因是,基床造成了额外的底部粗糙度,通过底部摩擦产生了更多的波浪消散,从而创造了更多的增殖条件。当波浪冲过海脊峰顶时,犁耕高度呈指数下降,在波浪作用 2-3 小时后,犁耕高度几乎消失。因此,随着时间的推移,额外的底部粗糙度也在降低。因此,应在每次退潮时使用犁耕这一自然辅助海滩增厚技术,以产生累积效应。在第一个小时内,犁床以大约 0.2 米/小时的速度向岸上移动,每小时向岸上移动的沉积物高达 61 千克米-1。波纹出现在海脊顶端,并以更快的速度向岸上迁移,促进了犁式床面的迁移。这些结果表明了在研究增生过程时考虑床形的重要性,以及犁耕作为一种与自然合作加强海滩恢复的创新战略的潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Onshore sediment transport enhancement and evolution of bedforms: Laboratory experiments of beach ploughing

Progressive coastal retreat has been an issue exacerbated in recent years due to climate change. Sand is eroded from beaches during the winter and partially recovered during summer by slow accretion processes. The development of new working with nature techniques that produce enhanced beach accretion could help recover most of the sand lost during winter and thus reduce the impact of climate change on beaches. The presence of bedforms contribute to increasing onshore sediment transport, but few studies have been performed to quantify their effect. In this study, the evolution and effect of artificially created bedforms on onshore sediment transport were analysed in prototype-scale laboratory experiments. The tested bedforms mimicked a beach ploughing of the intertidal area, with a wavelength of 1.6 m and height of 0.25 m, corresponding to the ploughing dimensions that a tractor can perform. Two tests were performed with the same initial morphology, medium sand (D50 = 0.318 mm), sea state conditions (Hs = 0.3 m, Tp = 7 s) that produced accretion, and different water levels that represent two tidal states. The experimental flume was longitudinally split into two equal channels of 1 m wide, allowing the simultaneous simulation of a natural control geometry and a ploughed geometry, facilitating the comparison and assuring the very same sea conditions. The presence of ploughed bedforms produced two effects: (1) an acceleration of natural accretion rates reaching 40%, and (2) onshore sediment transport due to the migration of the bedforms. The acceleration of natural accretion was explained by the extra bottom roughness induced by the bedforms, which produced more wave dissipation through bottom friction and thus more accretive conditions. The ploughed height decreased exponentially as waves broke over the crest of the ridges, which almost disappeared after 2–3 h of wave action. As a result, the extra bottom roughness also decreased as time passed. Consequently, the nature-assisted beach enhancement technique of ploughing should be applied at each low tide to produce a cumulative effect. Plough bedforms migrated onshore at a rate of approximately 0.2 m/h during the first hour, mobilizing onshore up to 61 kg m−1 h−1 of sediment. Ripples appeared on the tops of the ridge crests and migrated faster onshore, contributing to the migration of the ploughed bedforms. These results demonstrated the importance of considering bedforms while studying accretion processes and the potential of ploughing as an innovative strategy of working with nature to enhance beach recovery.

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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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