Fuchs Yannic, Aleixo Rui, Strohschneider Luzia, Scherbaum Susanne, Chen Margaret, Rüther Nils, Hartlieb Arnd
Chair of Hydraulic Engineering, TUM School of Engineering and Design, Technical University of Munich 80333 Munich, Germany.
Institute of Hydro-Engineering of the Polish Academy of Sciences, Gdańsk, Poland.
Water Res. 2025 Nov 1;286:124172. doi: 10.1016/j.watres.2025.124172. Epub 2025 Jul 6.
Plastic pollution in rivers represents a significant environmental threat, particularly in small- and medium-sized urban rivers, which account for major global riverine plastic emissions. This necessitates developing and optimizing effective countermeasures. However, limited research on existing clean-up technologies, precisely their plastic removal capabilities and hydraulic impacts on river systems, makes selecting and properly designing effective plastic removal measures challenging. This study evaluates a patented technology for river-wide plastic debris removal, which uses rotating screen drums mounted on groyne-like structures along the riverbanks. We tested the technology in a hydraulic model under 54 different flow and operational conditions representing tidal-influenced, low-gradient rivers with discharges of 17 m³/s - 115 m³/s. Particle Tracking Velocimetry (PTV) was used to analyze the 2D-horizontal flow field around the cleaning modules and to identify distinct flow regions and shear layers around the system. The resulting flow fields and vectors provide insights into the system's hydraulic impacts on the flow dynamics within the river stretch. Streamlines were calculated to assess the system's cleaning performance and macroplastic removal ability across the entire river width for different tested configurations. Hydraulic model tests demonstrated that the system's width-related barrier efficiency varies from 85 % to 100 %, depending on the chosen design parameters. The tested modular system achieves full efficiency while maintaining ecological corridors (fish/sediment passage) and ship passage in the reproduced medium-sized prototype river of 50 m width. Our study developed a robust methodology based on PTV measurements for evaluating both cleaning performance and hydraulic impact, which can be applied to a wide range of river clean-up technologies and applications. This study enhances understanding of flow-interaction in macroplastic-polluted rivers and may support effective river management and restoration by optimizing clean-up measures.
河流中的塑料污染是一项重大的环境威胁,尤其是在中小型城市河流中,这些河流占全球河流塑料排放的主要部分。这就需要开发和优化有效的应对措施。然而,关于现有清理技术的研究有限,尤其是它们的塑料清除能力以及对河流系统的水力影响,这使得选择和正确设计有效的塑料清除措施具有挑战性。本研究评估了一种用于全河塑料碎片清除的专利技术,该技术使用安装在河岸类似丁坝结构上的旋转筛鼓。我们在水力模型中对该技术进行了测试,测试条件涵盖54种不同的水流和运行条件,代表了受潮汐影响、低坡度、流量为17立方米/秒至115立方米/秒的河流。粒子跟踪测速法(PTV)用于分析清洁模块周围的二维水平流场,并识别系统周围不同的流动区域和剪切层。由此产生的流场和矢量提供了关于该系统对河段内流动动力学的水力影响的见解。计算流线以评估该系统在不同测试配置下对整个河宽的清洁性能和大型塑料清除能力。水力模型测试表明,该系统与宽度相关的屏障效率在85%至100%之间变化,具体取决于所选的设计参数。在宽度为50米的中型原型河流中,经过测试的模块化系统在保持生态廊道(鱼类/沉积物通道)和船舶通道的同时实现了全效率。我们的研究基于PTV测量开发了一种强大的方法,用于评估清洁性能和水力影响,该方法可应用于广泛的河流清理技术和应用。本研究增进了对大型塑料污染河流中水流相互作用的理解,并可能通过优化清理措施来支持有效的河流管理和恢复。