Evaluating macroplastics transport thresholds for overland flow processes

IF 9.1 Q2 ENGINEERING, ENVIRONMENTAL
Nazife Oruc Baci , Félix L. Santiago-Collazo , Jenna R Jambeck
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引用次数: 0

Abstract

Macroplastic pollution is an emerging contaminant in urban landscapes, where it clogs storm drains, degrades water quality, harms wildlife, fragments into microplastics, and contributes to downstream pollutant loads. Yet the overland transport of macroplastics during storm events remains poorly quantified. This study investigates the impact of surface roughness, flow strength (stream power and shear stress), and plastic characteristics on both the initiation of movement and the extent to which macroplastics are transported across surfaces under overland flow processes. Controlled flume experiments were conducted with six bottle types across three roughness surfaces simulating roads, deteriorated pavement, and vegetated swales. Hydrodynamic equations were applied to calculate drag, friction, shear stress, and stream power, enabling mechanistic interpretation of transport dynamics. Results revealed a two-stage process, where plastics-initiated movement occurred at lower flows but required higher flows for complete transport. A nonlinear relationship emerged between flow strength and travel time, shaped by plastic-specific traits such as bulk density, shape, and cap orientation. For instance, low-density, streamlined bottles traveled longer distances under moderate discharges, while denser or bulkier bottles exhibited delayed or partial movement. These findings demonstrate that mass or discharge alone cannot predict macroplastic behavior. By quantifying transport thresholds, this study provides experimental benchmarks for contaminant fate models and highlights how urban roughness features can temporarily retain plastics until flushed by stronger flows. The results support stormwater monitoring and intervention strategies aimed at intercepting hazardous plastic debris before it reaches aquatic environments.

Abstract Image

评估陆地流过程的宏观塑料输运阈值
宏观塑料污染是城市景观中的一种新兴污染物,它堵塞雨水渠,降低水质,危害野生动物,碎片变成微塑料,并增加下游污染物负荷。然而,宏观塑料在风暴期间的陆路运输仍然缺乏量化。本研究调查了表面粗糙度、流动强度(水流功率和剪切应力)和塑性特性对运动的开始和在陆地流动过程中宏观塑料在表面上运输的程度的影响。在模拟道路、变质路面和植被洼地的三种粗糙表面上进行了六种瓶型的控制水槽实验。流体动力学方程用于计算阻力、摩擦、剪切应力和水流功率,从而实现对输运动力学的机械解释。结果揭示了两个阶段的过程,其中塑料引发的运动发生在较低的流量,但需要较高的流量才能完成运输。流动强度和流动时间之间出现了非线性关系,这种关系由塑料的特定特征(如体积密度、形状和瓶盖方向)决定。例如,低密度、流线型的瓶子在适度放电的情况下可以走得更远,而密度更大或体积更大的瓶子则表现出延迟或部分运动。这些发现表明,质量或流量本身不能预测宏观塑性行为。通过量化运输阈值,本研究为污染物命运模型提供了实验基准,并强调了城市粗糙度特征如何暂时保留塑料,直到被更强的水流冲走。研究结果支持雨水监测和干预策略,旨在在有害塑料碎片到达水生环境之前拦截它们。
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来源期刊
Journal of hazardous materials advances
Journal of hazardous materials advances Environmental Engineering
CiteScore
4.80
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审稿时长
50 days
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