Characterization and microbial mechanism of pollutant removal from stormwater runoff in the composite filler bioretention system

Author:

Guo Kaiwen1,Wang Hairuo2,Mu Teng13,Chen Jiaxuan4,Luo Hui25,He Bao-Jie6789

Affiliation:

1. a Manchester School of Architecture, The University of Manchester, Oxford Rd, Manchester M13 9PL, UK

2. b School of Civil and Ocean Engineering, Jiangsu Ocean University, Lianyungang 222005, China

3. c School of Human Settlements Civil Engineering, Xi'an Eurasia University, Xi'an 710000, China

4. d School of Architecture, Tianjin University, Tianjin 300072, China

5. e Institute of Oceanology, Chinese Academy of Sciences, Qingdao 266071, China

6. f Faculty of Built Environment, University of New South Wales, Sydney, NSW 2052, Australia

7. g Centre for Climate–Resilient and Low–Carbon Cities, School of Architecture and Urban Planning, Chongqing University, Chongqing 400045, China

8. h Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045, China

9. i Network for Education and Research on Peace and Sustainability (NERPS), Hiroshima University, Hiroshima 739-8530, Japan

Abstract

Abstract Bioretention systems are a low-impact development (LID) measure to effectively control stormwater runoff and reduce pollutant concentrations. In this paper, three groups of bioretention cells with different filling materials (1# bioretention soil media (BSM), 2# BSM + 5% biochar, and 3# BSM +5% biochar +biological filler) were constructed to analyze the pollutant removal characteristics and microbial action under different simulated rainfall conditions. Results showed that the overall pollutant removal capacity of systems 2# and 3# was higher than that of system 1#, with system 3# having the lowest effluent concentrations of 2.71 mg/L for total nitrogen (TN) and 64.3 mg/L for chemical oxygen demand (COD). The load reduction effect for heavy metals of the three systems was ranked as 2# > 1# > 3#, and average load reduction rates were 80.3, 75.1, and 84.8% for Cu, Pb, and Zn in 2#. Microbial community analysis indicated that Proteobacteria and Firmicutes were the absolute dominant bacteria of the three bioretention systems, and the dominant genera included Bacillus, Hyphomicrobium, Micrococcaceae, and Nitrospira. In addition, the total number of denitrifying functional bacteria genera in systems 2# and 3# was increased by 1.39 and 52.1% compared to system 1#.

Funder

General project of philosophy and social sciences research in Jiangsu education department

Postgraduate Research & Practice Innovation Program of Jiangsu Province

Publisher

IWA Publishing

Reference49 articles.

1. Bai X. 2020 Research and Practice of Horizontal Submerged Flow Artificial Wetland for Deep Nitrogen Removal From Tailwater of Urban Sewage Plant . Dissertation, Northeast Normal University.

2. Biochar-based bioretention systems for removal of chemical and microbial pollutants from stormwater: A critical review;Journal of Hazardous Materials,2022

3. Effect of ZnO nanoparticles on Zn, Cu, and Pb dissolution in a green bioretention system for urban stormwater remediation;Chemosphere,2021

4. Chen T. 2018 Study on the Purification Characteristics of Aquatic Vegetable-Based Artificial Wetlands on Village Discharged Sewage . Dissertation, Southeast University.

5. Chen Y. 2019 Optimized Operation and Micro-Ecological Mechanism of Deep Nitrogen Removal in Integrated Wastewater Treatment Plant . Dissertation, Nanjing University.

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