Stormwater infiltration and surface runoff pollution reduction performance of permeable pavement layers

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• 作者：Zhi-Guang Niu ; Zhi-Wei Lv ; Ying Zhang…
• 关键词：Permeable pavement ; Infiltration rate ; Pollutant removal rate ; Mechanism ; Rainfall duration ; Structural layer parameter
• 刊名：Environmental Science and Pollution Research
• 出版年：2016
• 出版时间：February 2016
• 年：2016
• 卷：23
• 期：3
• 页码：2576-2587
• 全文大小：1,606 KB
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• 作者单位：Zhi-Guang Niu (1)
  Zhi-Wei Lv (1)
  Ying Zhang (2)
  Zhen-Zhen Cui (3)
  
  1. School of Environmental Science and Engineering, Tianjin University, Tianjin, 300072, China
  2. College of Environmental Science and Engineering, Nankai University, Tianjin, 300071, China
  3. China Shanghai Architectural Design & Research Institute Co., Ltd., Shanghai, 200063, China
  
• 刊物类别：Earth and Environmental Science
• 刊物主题：Environment
  Environment
  Atmospheric Protection, Air Quality Control and Air Pollution
  Waste Water Technology, Water Pollution Control, Water Management and Aquatic Pollution
  Industrial Pollution Prevention
  
• 出版者：Springer Berlin / Heidelberg
• ISSN：1614-7499

文摘

In this paper, the laboratory-scale permeable pavement layers, including a surface permeable brick layer, coarse sand bedding layers (thicknesses = 2, 3.5, and 5 cm), and single-graded gravel sub-base layers (thicknesses = 15, 20, 25, and 30 cm), were built to evaluate stormwater infiltration and surface runoff pollution reduction performance. And, the infiltration rate (I) and concentrations of suspended solids (SS), total phosphorus (TP), chemical oxygen demand (COD), ammonia nitrogen, and total nitrogen (TN) were measured under the simulated rainfall intensity of 72.4 mm/h over duration of 60 min. The results indicate that the thickness factor primarily influences the infiltration rate and pollutant removal rate. The highest steady infiltration rate was for surface brick layer 51.0 mm/h, for 5-cm sand bedding layer 32.3 mm/h, and for 30-cm gravel sub-base layer 42.3 mm/h, respectively. The SS average removal rate was relative higher (79.8∼98.6 %) for all layers due to the interception and filtration. The average removal rates of TP and COD were for surface layer 71.2 and 24.1 %, for 5-cm bedding layer 54.8 and 9.0 %, and for 20-cm sub-base layer 72.2 and 26.1 %. Ammonia nitrogen and TN cannot steadily be removed by layers according to the experiment results. The optimal thickness of bedding sands was 5 cm, and that of sub-base gravels was 20∼30 cm.