Department of Civil and Mineral Engineering, University of Toronto, Toronto, ON, Canada.
Department of Geography and Environmental Studies, Toronto Metropolitan University, Toronto, ON, Canada.
J Environ Manage. 2023 Feb 15;328:116903. doi: 10.1016/j.jenvman.2022.116903. Epub 2022 Dec 8.
Winter deicers, though essential for maintaining safe pavement conditions in winter, increase chloride (Cl) concentrations in receiving water bodies above recommended environmental guidelines. Zero-exfiltration or lined permeable pavement is an important technological innovation for controlling particulate-bound pollutants at the source. As stormwater does not infiltrate into the ground, soluble pollutants like Cl are ultimately discharged into receiving water bodies. Our aim was to examine Cl concentrations in effluents from three zero-exfiltration permeable pavement cells (Permeable Interlocking Concrete Pavement (PICP), Pervious Concrete (PC), Porous Asphalt (PA)) and compare them with runoff from a Conventional Asphalt (ASH) cell. The study conducted at a parking lot in St. Catharines, Ontario, Canada, from January 2016 to May 2017 observed that the permeable pavements provided only temporary attenuation of Cl during winter but exhibited a quick release during spring melt. Cl concentrations and loadings were different for each permeable pavement system in terms of timing and magnitude. Cl concentration in ASH runoff frequently had very high spikes (21,780 mg/L); however, the median winter Cl concentration in ASH runoff was lower than Cl levels in the permeable pavements' effluents and later declined drastically after spring melt, but in few instances, was above the chronic water quality guideline (120 mg/L). The average event mean concentration (EMC) of Cl was 1600 and 120 mg/L in the permeable pavements' effluents during salting and non-salting season, respectively. In one year, each permeable pavement system released approximately 67-81 kg of Cl with significant differences being observed in Cl loads between the 2016 and 2017 seasons. Therefore, a multi-year data collection and monitoring plan captured the variability in winter conditions. The study provided insights into the behaviour, retention and release of Cl from traditional and permeable hardscape surfaces and possible avenues for Cl attenuation, source control and aquatic habitat conservation.
冬季除冰剂对于维持冬季路面安全至关重要,但会导致接收水体中的氯(Cl)浓度超过推荐的环境指南。零渗出或衬砌透水铺面是控制源头颗粒状污染物的重要技术创新。由于雨水不会渗透到地下,Cl 等可溶性污染物最终会被排放到接收水体中。我们的目的是检查三种零渗出透水铺面(透水联锁混凝土铺面(PICP)、透水混凝土(PC)、多孔沥青(PA))和传统沥青铺面(ASH)的流出物中的 Cl 浓度。这项在加拿大安大略省圣凯瑟琳斯市的停车场进行的研究从 2016 年 1 月至 2017 年 5 月进行,观察到透水铺面仅在冬季对 Cl 提供临时衰减,但在春季融雪时迅速释放。Cl 浓度和负荷在每个透水铺面系统的时间和幅度上都有所不同。ASH 径流中的 Cl 浓度经常出现非常高的峰值(21780mg/L);然而,ASH 径流的冬季 Cl 浓度中位数低于透水铺面流出物中的 Cl 水平,且在春季融雪后迅速下降,但在少数情况下,仍高于慢性水质指南(120mg/L)。在撒盐和非撒盐季节,透水铺面流出物中的 Cl 平均事件平均浓度(EMC)分别为 1600 和 120mg/L。在一年中,每个透水铺面系统释放了约 67-81kg 的 Cl,2016 年和 2017 年季节之间观察到 Cl 负荷存在显著差异。因此,多年的数据收集和监测计划捕捉到了冬季条件的可变性。该研究深入了解了传统和透水硬铺面中 Cl 的行为、保留和释放,以及 Cl 衰减、源头控制和水生栖息地保护的可能途径。