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Predicting long term removal of heavy metals from porous pavements for stormwater treatment

机译:预测从多孔路面中长期去除重金属以进行雨水处理

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摘要

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. (C) 2018 Elsevier Ltd. All rights reserved.
机译:多孔路面是常用的雨水管理系统。但是,对于它们保留重金属的长期能力的理解是有限的。这项研究的目的是在经过26年不同水文条件(干燥/湿润和湿润)的加速实验室实验中,研究长期去除三种不同多孔路面中重金属的多孔沥青(PA),Hydrapave(HP)和Permapave(PP)的情况。流量)。首次开发了一种模拟吸附和解吸过程的处理模型,以预测多孔路面对重金属的长期去除。毫不奇怪,所有测试的多孔路面在去除倾向于附着于固体颗粒(例如Pb,Al,Fe)的金属方面比溶解度更高的金属(例如Cu,Zn和Mn)表现更好。随着时间的推移,由于系统的吸附能力下降,特别是在发生堵塞之后,路面出口处的重金属浓度总体上随时间增加。可溶性重金属的去除随着流速的降低而降低,这被认为是由于有更多的时间可用于金属的解吸和沉积物的分解。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,在模型校准期间达到了0.53-0.68的Nash-Sutcliffe系数(NSE)值。该模型在预测多孔路面中的Al和Cu释放方面最为有前途(在90%的不确定度范围内,观测数据的50%-91%,NSE = 0.44-0.74),其次是Fe和Pb(在27%的观测范围内观察到的数据)频段,NSE = 0.20-0.69)。该模型需要进一步改进,以适用于Zn和Mn。 (C)2018 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Water Research 》 |2018年第1期| 236-245| 共10页
  • 作者单位

    Univ New South Wales, Water Res Ctr, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia;

    Monash Univ, Environm & Publ Hlth Microbiol Lab EPHM Lab, Dept Civil Engn, Clayton, Vic 3800, Australia;

    Monash Univ, Environm & Publ Hlth Microbiol Lab EPHM Lab, Dept Civil Engn, Clayton, Vic 3800, Australia;

    Univ New South Wales, Water Res Ctr, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    k-C* model; Process-based model; Clogging; Adsorption; Desorption;

    机译:k-C *模型;基于过程的模型;堵塞;吸附;解吸;

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