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[透水联锁混凝土路面设施结构性能评估]

[Performance Assessment of Permeable Interlocking Concrete Pavement Facility Structure].

作者信息

Zhang Jia-Wei, Liu Yong, Jin Jian-Rong, Li Tian

机构信息

College of Environmental Science and Engineering, Tongji University, Shanghai 200092, China.

出版信息

Huan Jing Ke Xue. 2020 Feb 8;41(2):750-755. doi: 10.13227/j.hjkx.201908085.

Abstract

Two permeable parking lots and one impervious concrete pavement were constructed in Shanghai to study the hydrological and water quality performance of permeable interlocking concrete pavements (PICP) with different base course materials. The hydrological performance and water quality of the influent and effluent under actual precipitation conditions in 2018 were monitored, and the two PICPs used cement-stabilized crushed stones (PICP1) and crushed stones (PICP2) as the base course, respectively. Results show that the annual total volume reduction rates of PICP1 and PICP2 are 37.0% and 38.7%, respectively. The peak flow reduction rate and the time to the peak flow of PICP1 are slightly better than PICP2. PICP1 has better transformation efficiency on NH-N in comparison to PICP2, and the release of NO-N occurs in both PICPs. Moreover, PICP1 has lower effluent concentrations than PICP2 on pollutants like TSS, TP, PP, and DP. The PICP with cement-stabilized crushed stones as base course is helpful to improve the hydrological performance and water quality of the effluent.

摘要

在上海建造了两个透水停车场和一个不透水混凝土路面,以研究不同基层材料的透水联锁混凝土路面(PICP)的水文和水质性能。监测了2018年实际降雨条件下进出水的水文性能和水质,两个PICP分别采用水泥稳定碎石(PICP1)和碎石(PICP2)作为基层。结果表明,PICP1和PICP2的年总减容率分别为37.0%和38.7%。PICP1的峰值流量减少率和峰值流量出现时间略优于PICP2。与PICP2相比,PICP1对NH-N具有更好的转化效率,且两个PICP均出现NO-N的释放。此外,在TSS、TP、PP和DP等污染物方面,PICP1的出水浓度低于PICP2。以水泥稳定碎石为基层的PICP有助于改善出水的水文性能和水质。

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