Jin Jian-Rong, Li Tian, Shi Zhen-Bao
State Key Laboratory of Pollution Control and Resource Reuse, Tongji University, Shanghai 200092, China.
Shanghai Water Resources Planning and Design Research Institute, Shanghai 200232, China.
Huan Jing Ke Xue. 2017 Jun 8;38(6):2379-2384. doi: 10.13227/j.hjkx.201612056.
The purpose of this article was to study the effect of permeable pavements on runoff pollution control and its possible influence on groundwater quality in the area with high groundwater level. Three experimental permeable parking lots and one impermeable parking lot were built in urban Shanghai in order to monitor their quality of influent and effluent water under actual precipitation conditions, in order to investigate the performance of pollutant control effects and to evaluate the possibility of the pollution of groundwater. The results showed that all the three facilities could effectively remove TP, TSS, COD, Cr, Mn, Cu, Zn, Pb and O&G, but imposed poor removal efficiency on TN. Obvious release of NO-N occurred in all three pavements. The permeable interlocking concrete pavement using cement stabilized crushed stones as base course and the one using crushed stones as base course had a better removal efficiency on NH-N than the previous concrete one. The quality of effluent water from different permeable pavements had no significant difference except NH-N. The in-situ groundwater quality was generally worse than background values of groundwater in Shanghai. Effluent water quality of three permeable pavements was generally worse than that of the in-situ groundwater, and a number of indicators belonged to or were close to groundwater class V standard. In the area with high groundwater level, there was risk of groundwater pollution caused by permeable pavements without liners.
本文旨在研究透水路面在高地下水位地区对径流污染控制的效果及其对地下水水质的可能影响。在上海市区建造了三个试验性透水停车场和一个不透水停车场,以便在实际降雨条件下监测其进出水水质,从而研究污染物控制效果的表现并评估地下水污染的可能性。结果表明,这三种设施均能有效去除总磷(TP)、总悬浮物(TSS)、化学需氧量(COD)、铬(Cr)、锰(Mn)、铜(Cu)、锌(Zn)、铅(Pb)和石油类(O&G),但对总氮(TN)的去除效率较低。三种路面均出现了明显的硝态氮(NO-N)释放。以水泥稳定碎石为基层的透水联锁混凝土路面和以碎石为基层的透水联锁混凝土路面,对氨氮(NH-N)的去除效率优于之前的混凝土路面。除氨氮外,不同透水路面的出水水质无显著差异。现场地下水水质总体上比上海地下水背景值差。三种透水路面的出水水质总体上比现场地下水差,多项指标属于或接近地下水Ⅴ类标准。在高地下水位地区,无衬砌的透水路面存在污染地下水的风险。