FIELD STUDY ON POLLUTION CONTROL EFFECT OF AN INNOVATIVE PERMEABLE PAVEMENT FOR STORMWATER RUNOFF

LIU Yong; NIE Hanbing; JIANG Cheng; ZHAN Cong; GUI Shuanglin; LI Tian

doi:10.13205/j.hjgc.202312008

Volume 41 Issue 12

Dec. 2023

Turn off MathJax

Article Contents

Article Navigation > ENVIRONMENTAL ENGINEERING > 2023 > 41(12): 70-75

LIU Yong, NIE Hanbing, JIANG Cheng, ZHAN Cong, GUI Shuanglin, LI Tian. FIELD STUDY ON POLLUTION CONTROL EFFECT OF AN INNOVATIVE PERMEABLE PAVEMENT FOR STORMWATER RUNOFF[J]. ENVIRONMENTAL ENGINEERING , 2023, 41(12): 70-75. doi: 10.13205/j.hjgc.202312008

Citation:

LIU Yong, NIE Hanbing, JIANG Cheng, ZHAN Cong, GUI Shuanglin, LI Tian. FIELD STUDY ON POLLUTION CONTROL EFFECT OF AN INNOVATIVE PERMEABLE PAVEMENT FOR STORMWATER RUNOFF[J]. ENVIRONMENTAL ENGINEERING , 2023, 41(12): 70-75. doi: 10.13205/j.hjgc.202312008

Citation:

PDF( 3708 KB)

FIELD STUDY ON POLLUTION CONTROL EFFECT OF AN INNOVATIVE PERMEABLE PAVEMENT FOR STORMWATER RUNOFF

doi: 10.13205/j.hjgc.202312008

1. Institute of Energy, Jiangxi Academy of Sciences, Nanchang 330029, China;
2. College of Environmental Science and Engineering, Tongji University, Shanghai 200092, China

Received Date: 2023-06-12
Available Online: 2024-03-08

Abstract

Abstract

Previous studies have shown that the innovative permeable pavement, with capillary columns added into the structural layer, can not only effectively improve the hydrological control effect of facilities applied in high groundwater level areas, thereby alleviating the risk of urban waterlogging, but also effectively alleviate the urban heat island to regulate the urban thermal environment. To investigate the pollution control effect of the innovative permeable pavement on urban stormwater runoff, three kinds of parking lots, innovative permeable pavement (IPP), conventional permeable interlocking concrete pavement (PICP), and impervious concrete pavement (CP) were constructed in the Shanghai urban area. Water quality performances of these three pavements were monitored and analyzed under real rainfall events for the whole year. Results showed that the total pollution load control rates of IPP for NO₃^--N, TN increased from 14.4% and 37.3% to 45.6% and 58.8%, respectively, compared with those values of PICP; the total pollution load control rates of IPP for TSS and COD increased from 81.9% and 84.2% to 97.5% and 96.7%, respectively; moreover, both PICP and IPP had good removal effect on TP, with total pollution load control rates of 82.5% and 86.2%, respectively, indicating that IPP can significantly reduce the emission of NO₃^--N, TN, TSS and COD, compared with PICP, so as to effectively alleviate the urban non-point source pollution caused by stormwater runoff.
- permeable pavement,
- stormwater runoff,
- water purification,
- urban non-point pollution,
- total pollution load

FullText(HTML)

References(20)

References

[1]	DAVIDSON E A, SAVAGE R E, BETTEZ R D, et al. Nitrogen in Runoff from Residential Roads in a Coastal Area[J].Water, Air, & Soil Pollution, 2010, 210(1/2/3/4):3-13.
[2]	ECKART K, MCPHEE Z, BOLISETTI T. Performance and implementation of low impact development: a review[J].Science of the Total Environment, 2017, 607-608:413.
[3]	郝学凯,耿立馨.城市径流污染控制与治理的探讨[J].环境工程, 2016,34(增刊1): 112-113.199.
[4]	AHIABLAME L M, ENGEL B A, CHAUBEY I. Effectiveness of low impact development practices: literature review and suggestions for future research[J]. Water, Air, & Soil Pollution, 2012, 223(7): 4253-4273.
[5]	COLLINS K A, HUNT W F, HATHAWAY J M. Hydrologic comparison of four types of permeable pavement and standard asphalt in eastern North Carolina[J]. Journal of Hydrologic Engineering, 2008, 13(12): 1146-1157.
[6]	周艳青,贾梓良,魏桐,等.海绵城市建设的水质水量控制效果实证研究:以鹤壁试点区为例[J].环境工程, 2020, 38(4):134-140.
[7]	BROWN R A, BORST M. Nutrient infiltrate concentrations from three permeable pavement types[J]. Journal of Environmental Management, 2015, 164: 74-85.
[8]	SCHOLZ M. Water quality improvement performance of geotextiles within permeable pavement systems: a critical review[J]. Water, 2013, 5(2): 462-479.
[9]	BRATTEBO B O, BOOTH D B. Long-term stormwater quantity and quality performance of permeable pavement systems[J]. Water Research, 2003,37(18):4369-4376.
[10]	GILBERT J K, CLAUSEN J C. Stormwater runoff quality and quantity from asphalt, paver, and crushed stone driveways in Connecticut[J]. Water Research, 2006,40(4):826-832.
[11]	FASSMAN E A, BLACKBOUM S. Urban runoff mitigation by a permeable pavement system over impermeable soils[J]. J Hydrol Eng, 2010,15(6):475-485.
[12]	金建荣,李田,王圣思,等. 高地下水位地区透水停车场的水文控制效果[J]. 环境科学, 2017(9):3689-3695.
[13]	LIU Y, LI T, PENG H. A new structure of permeable pavement for mitigating urban heat island[J]. Science of the Total Environment, 2018,634:1119-1125.
[14]	LIU Y, LI T, YU L. Urban heat island mitigation and hydrology performance of innovative permeable pavement: a pilot-scale study[J]. Journal of Cleaner Production, 2020,244:118938.
[15]	金建荣,李田,时珍宝.高地下水位地区透水铺装控制径流污染的现场实验[J].环境科学, 2017, 38(6):2379-2384.
[16]	NIU Z G, LV Z W, ZHANG Y, et al. Stormwater infiltration and surface runoff pollution reduction performance of permeable pavement layers[J]. Environmental Science and Pollution Research, 2016, 23(3): 2576~2587.
[17]	张佳炜,刘勇,金建荣,等. 透水砖铺装的设施构造对运行效果的影响[J]. 环境科学, 2020(2):750-755.
[18]	BRASWELL A S, WINSTON R J, HUNT W F. Hydrologic and water quality performance of permeable pavement with internal water storage over a clay soil in Durham, North Carolina[J]. J Environ Manage, 2018,224:277-287.
[19]	HUANG J, VALEO C, HE J, et al. Winter performance of inter-locking pavers: stormwater quantity and quality[J]. Water, 2012, 4(4): 995-1008.
[20]	刘勇.新型渗透铺装缓解城市热岛及强化脱氮的效果与机制研究[D]. 上海:同济大学, 2020.