Water Research Centre, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW 2052, Australia; Environmental and Public Health Microbiology Laboratory (EPHM Lab), Department of Civil Engineering, Monash University, VIC 3800, Australia.
Environmental and Public Health Microbiology Laboratory (EPHM Lab), Department of Civil Engineering, Monash University, VIC 3800, Australia.
Water Res. 2018 Oct 1;142:236-245. doi: 10.1016/j.watres.2018.05.038. Epub 2018 May 22.
Porous pavements are commonly used stormwater management systems. However, the understanding of their long-term capacity to retain heavy metals is limited. This study aims to investigate the long-term removal of heavy metals in three different porous pavements - Porous Asphalt (PA), Hydrapave (HP) and Permapave (PP) over accelerated laboratory experiments representing 26 years with varying hydrological conditions (drying/wetting periods and flow rates). A treatment model that simulates adsorption and desorption processes was developed for the first time to predict the long-term heavy metal removal by porous pavements. Unsurprisingly, all tested porous pavements performed better in removing metals that tend to attach to solid particles (e.g. Pb, Al, Fe) than more soluble ones (e.g. Cu, Zn, and Mn). There was a general increase of heavy metal concentrations at the outlet of the pavements over time as a result of a decrease in adsorption capacity of the systems, especially after the occurrence of clogging; the soluble heavy metals removal decreased with a reduction in flow rates which was speculated to be due to more time being available for desorption of metals and breakdown of accumulated sediments. The proposed model simulated the trend, fluctuations and peaks of heavy metal concentrations reasonably well, achieving the Nash-Sutcliffe coefficient (NSE) values of 0.53-0.68 during model calibration. The model was most promising in predicting Al and Cu release from porous pavements (50%-91% of the observed data within the 90% uncertainty bands, NSE = 0.44-0.74), followed by Fe and Pb (27-77% observations within the bands, NSE = 0.20-0.69). Further improvements of the model are needed for it to be applicable for Zn and Mn.
多孔铺面是常用的雨水管理系统。然而,对于其长期保留重金属的能力的了解是有限的。本研究旨在通过加速实验室实验调查三种不同的多孔铺面(多孔沥青(PA)、Hydrapave(HP)和Permapave(PP))在不同水文条件(干燥/润湿期和流速)下长达 26 年的重金属长期去除情况。首次开发了一种处理模型来模拟吸附和解吸过程,以预测多孔铺面的重金属长期去除。不出所料,所有测试的多孔铺面在去除倾向于附着在固体颗粒上的金属(例如 Pb、Al、Fe)方面的性能均优于可溶性金属(例如 Cu、Zn 和 Mn)。随着系统吸附能力的下降,随着时间的推移,铺面出口处的重金属浓度普遍增加,尤其是在堵塞发生后;可溶性重金属的去除随着流速的降低而降低,据推测这是由于更多的时间可用于金属的解吸和积累沉积物的分解。所提出的模型合理地模拟了重金属浓度的趋势、波动和峰值,在模型校准期间实现了纳什-苏特克里夫系数(NSE)值为 0.53-0.68。该模型在预测多孔铺面中 Al 和 Cu 的释放方面最有前途(90%置信带内观察到的 50%-91%数据,NSE=0.44-0.74),其次是 Fe 和 Pb(带内 27%-77%的观测值,NSE=0.20-0.69)。需要进一步改进模型,使其适用于 Zn 和 Mn。