Tognana Sebastián, Montecinos Susana
Universidad Nacional del Centro de la Provincia de Buenos Aires (UNCPBA), Facultad de Cs. Exactas, IFIMAT, Tandil, Buenos Aires 7000, Argentina; CIFICEN, UNCPBA-CICPBA-CONICET, Tandil, Buenos Aires 7000, Argentina; Comisión de Investigaciones Científicas de la Provincia de Buenos Aires, Buenos Aires 1900, Argentina.
Universidad Nacional del Centro de la Provincia de Buenos Aires (UNCPBA), Facultad de Cs. Exactas, IFIMAT, Tandil, Buenos Aires 7000, Argentina; CIFICEN, UNCPBA-CICPBA-CONICET, Tandil, Buenos Aires 7000, Argentina; CONICET, Buenos Aires 1425, Argentina.
J Contam Hydrol. 2025 Sep;274:104643. doi: 10.1016/j.jconhyd.2025.104643. Epub 2025 Jun 9.
Understanding how microplastics are transported in rivers and streams is very important since many times the sources of microplastic contamination, such as wastewater treatment plants, are located in such waterways. The transport process involves movement along the waterway and sedimentation and remobilization processes. For this reason, it is important to have data on concentrations of microplastics in both water and sediment. In this work, the concentration of microplastics in water and sediment was studied at different dates at two sites in a stream that receives discharge from treatment plants, finding different behaviors depending on the date. In particular, two dates were analyzed, one in which the concentration of microplastics decreased along the stream and another in which it increased. The influence of water velocity on the variation in concentration of microplastics in the water between the two sampling sites was analyzed, with a greater decrease observed at lower velocities. A spiraling metric was applied to analyze the results, finding that there is mostly no retention in the sediment. The results were discussed within the framework of an advection-dispersion equation considering a remobilization term from the sediment. The experimental results were more adequately described with the remobilization term dependent on the water velocity, this term being different between both dates and depending on the type of sediment. The limitation of considering only effluent discharge as a source of microplastics was analyzed.
了解微塑料如何在河流和溪流中传输非常重要,因为许多微塑料污染源,如污水处理厂,都位于这些水道中。传输过程包括沿水道的移动以及沉降和再悬浮过程。因此,获取水体和沉积物中微塑料浓度的数据很重要。在这项工作中,研究了一条接收污水处理厂排放水的溪流中两个地点在不同日期的水体和沉积物中微塑料的浓度,发现其行为因日期而异。具体而言,分析了两个日期,一个日期微塑料浓度沿溪流降低,另一个日期则升高。分析了水流速度对两个采样点之间水体中微塑料浓度变化的影响,发现流速较低时下降幅度更大。应用了一个螺旋度量来分析结果,发现沉积物中大多没有滞留现象。在考虑沉积物再悬浮项的平流 - 扩散方程框架内讨论了结果。实验结果用依赖于水流速度的再悬浮项能得到更充分的描述,该项在两个日期之间不同且取决于沉积物类型。分析了仅将污水排放视为微塑料来源的局限性。