Pollutant Removal Characteristics of Bioretention System Based on Composite Media of Construction Waste Residue and Pyrite

WANG Qin-yi; WU Qiong; NI Jian-hua; LIAN Xiao-ke; ZOU Gao-ju; YUAN Ying; XIAO Hong-jun; CHEN Yao

doi:10.12396/znsd.241961

","magId":"45abc783-0f4e-4813-8db6-3cc4808926c2","labelCn":"图1","pptUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F001.jpg.ppt","labelEn":"Fig.1","figUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F001.jpg","titleEn":"Fig.1 Schematic diagram of bioretention columns for CRW dosing and composite media experiment","titleCn":"图1 建筑弃渣添加量实验和介质复配实验生物滞留柱示意（单位：cm）","id":"F1","captionEn":"Schematic diagram of bioretention columns for CRW dosing and composite media experiment ","thumbnailUrl":"1007-2284-2025--10-1/thumbnail/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F001.jpg"},{"captionCn":"建筑弃渣对生物滞留系统除污性能的影响

注：*表示P0.05, **表示P0.01, ***表示P0.001, 未标注表示无显著性。

","magId":"1c3af8c3-16ea-4a3c-bc62-91c7abee9a08","labelCn":"图2","pptUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F002.jpg.ppt","labelEn":"Fig.2","figUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F002.jpg","titleContentCn":"注：*表示P0.05, **表示P0.01, ***表示P0.001, 未标注表示无显著性。","titleEn":"Fig.2 Effect of CWR on removal efficiency of containments by bioretention system","titleCn":"图2 建筑弃渣对生物滞留系统除污性能的影响","id":"F2","captionEn":"Effect of CWR on removal efficiency of containments by bioretention system ","thumbnailUrl":"1007-2284-2025--10-1/thumbnail/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F002.jpg"},{"captionCn":"建筑弃渣对出水NO2 --N浓度和出水pH值的影响 ","magId":"76e82c75-3da0-4bbf-a3f8-a36dc122146c","labelCn":"图3","pptUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F003.jpg.ppt","labelEn":"Fig.3","figUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F003.jpg","titleEn":"Fig.3 Effect of CWR on effluent NO₂ ^--N concentration and pH value","titleCn":"图3 建筑弃渣对出水NO₂ ^--N浓度和出水pH值的影响","id":"F3","captionEn":"Effect of CWR on effluent NO2 --N concentration and pH value ","thumbnailUrl":"1007-2284-2025--10-1/thumbnail/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F003.jpg"},{"captionCn":"介质复配对生物滞留系统除污性能的影响

注：小写字母表示组间显著性，P0.05。

","magId":"42c5c272-d57e-4d45-93b0-f187c62da829","labelCn":"图4","pptUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F004.jpg.ppt","labelEn":"Fig.4","figUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F004.jpg","titleContentCn":"注：小写字母表示组间显著性，P0.05。","titleEn":"Fig.4 Effect of composite media on removal efficiency of containments by bioretention system","titleCn":"图4 介质复配对生物滞留系统除污性能的影响","id":"F4","captionEn":"Effect of composite media on removal efficiency of containments by bioretention system ","thumbnailUrl":"1007-2284-2025--10-1/thumbnail/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F004.jpg"},{"captionCn":"介质复配对出水pH值和出水NO2 --N浓度的影响 ","magId":"bdd43e91-ff8c-4845-a961-33acbf34aefd","labelCn":"图5","pptUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F005.jpg.ppt","labelEn":"Fig.5","figUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F005.jpg","titleEn":"Fig.5 Effect of composite media on effluent pH value and NO₂ ^--N concentration","titleCn":"图5 介质复配对出水pH值和出水NO₂ ^--N浓度的影响","id":"F5","captionEn":"Effect of composite media on effluent pH value and NO2 --N concentration ","thumbnailUrl":"1007-2284-2025--10-1/thumbnail/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F005.jpg"},{"captionCn":"介质复配对门水平和属水平微生物群落结构的影响 ","magId":"9af9fbe1-6847-4d84-8b84-0dbb33e24867","labelCn":"图6","pptUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F006.jpg.ppt","labelEn":"Fig.6","figUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F006.jpg","titleEn":"Fig.6 Effect of composite media on microbial community structure phylum level and genus level","titleCn":"图6 介质复配对门水平和属水平微生物群落结构的影响","id":"F6","captionEn":"Effect of composite media on microbial community structure phylum level and genus level ","thumbnailUrl":"1007-2284-2025--10-1/thumbnail/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F006.jpg"},{"captionCn":"生物滞留系统出水TFe和出水SO4 2-浓度 ","magId":"f524ada9-5d58-4b1d-9521-5fdca0b3e219","labelCn":"图7","pptUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F007.jpg.ppt","labelEn":"Fig.7","figUrl":"1007-2284-2025--10-1/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F007.jpg","titleEn":"Fig.7 Concentration of effluent TFe and effluent SO₄ ^2- in bioretention system","titleCn":"图7 生物滞留系统出水TFe和出水SO₄ ^2-浓度","id":"F7","captionEn":"Concentration of effluent TFe and effluent SO4 2- in bioretention system ","thumbnailUrl":"1007-2284-2025--10-1/thumbnail/7C4B72E9-92B8-477e-8821-35D6EB9EED59-F007.jpg"}],"authorNotes_cn":["陈垚（1983-），男，教授，博士生导师，主要从事水污染防控与城市雨洪管理。E-mail：chenyao@cqjtu.edu.cn。"]}; 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