成都市雨水径流污染及生态调控研究
Study on Rainwater Runoff Pollution and Ecological Regulation in Chengdu
摘要: 为探讨高密度城市建设背景下雨水径流污染特征及生态调控路径,本研究以成都市交通干道、居住小区、商业片区、工业园区和公园绿地五类典型功能区为对象,构建典型降雨事件监测方案,选取悬浮物(SS)、化学需氧量(COD)、氨氮(NH3-N)、总氮(TN)和总磷(TP)等指标,分析不同下垫面径流污染差异、初期冲刷特征及生态设施削减效果。结果表明,交通干道和工业园区径流污染负荷相对较高,公园绿地污染水平较低;五类功能区SS事件平均浓度(EMC)范围为64~182 mg/L,COD的EMC范围为31~86 mg/L;前30%径流量对SS和COD污染负荷贡献分别为42%~61%和38%~55%,说明初期雨水是面源污染控制的重点时段。生物滞留设施和调蓄湿地对SS、COD和TP具有较好的削减潜力。基于此,提出“源头减排–过程滞蓄–末端净化–智慧管控”的城市雨水生态调控策略,以期为成都市海绵城市建设和城市水生态安全维护提供参考。
Abstract: To investigate characteristics of rainwater runoff pollution and ecological regulation path under high-density urban development, this study selected five typical urban functional areas in Chengdu, including traffic roads, residential communities, commercial districts, industrial parks and urban green spaces. A typical rainfall-event monitoring scheme was designed, and suspended solids (SS), chemical oxygen demand (COD), ammonia nitrogen (NH3-N), total nitrogen (TN) and total phosphorus (TP) were selected as key indicators to analyze pollution differences among underlying surfaces, first flush characteristics and removal effects of ecological facilities. The results showed that traffic roads and industrial parks had relatively higher runoff pollution loads, while park green spaces had lower pollution levels. The event mean concentrations of SS and COD ranged from 64 to 182 mg/L and from 31 to 86 mg/L, respectively. The first 30% of runoff contributed 42%~61% of SS loads and 38%~55% of COD loads, indicating that initial runoff should be regarded as the key stage of non-point source pollution control. Bioretention facilities and detention wetlands showed good removal potential for SS, COD and TP. A regulation strategy integrating source reduction, process retention, terminal purification and intelligent management is proposed to support sponge city construction and urban water ecological security in Chengdu.
文章引用:蒲婉莹, 许芮, 杜超, 胡佳欢, 蒋奕冰, 莫奕樟, 黄彩妹, 冯兴会. 成都市雨水径流污染及生态调控研究[J]. 环境保护前沿, 2026, 16(7): 1311-1318. https://doi.org/10.12677/aep.2026.167131

参考文献

[1] 中华人民共和国生态环境部. 地表水环境质量标准: GB 3838-2002 [S]. 北京: 中国环境科学出版社, 2002.
[2] 中华人民共和国住房和城乡建设部. 海绵城市建设技术指南——低影响开发雨水系统构建(试行) [M]. 北京: 中国建筑工业出版社, 2015.
[3] 徐宇婕, 龚玥敏, 毕军鹏, 等. 宁波市典型城市下垫面雨水径流污染特征解析[J]. 环境科学, 2020, 41(7): 3275‑3284.
[4] 冯萃敏, 米楠, 王晓彤, 等. 基于雨型的南方城市道路雨水径流污染物分析[J]. 生态环境学报, 2015, 24(3): 418‑426.
[5] Ahiablame, L.M., Engel, B.A. and Chaubey, I. (2012) Effectiveness of Low Impact Development Practices: Literature Review and Suggestions for Future Research. Water, Air, & Soil Pollution, 223, 4253-4273.
https://doi.org/10.1007/s11270-012-1189-2
[6] Davis, A.P., Hunt, W.F., Traver, R.G. and Clar, M. (2009) Bioretention Technology: Overview of Current Practice and Future Needs. Journal of Environmental Engineering, 135, 109-117.
https://doi.org/10.1061/(asce)0733-9372(2009)135:3(109)
[7] Barrett, M.E., Irish, L.B., Malina, J.F. and Charbeneau, R.J. (1998) Characterization of Highway Runoff in Austin, Texas, Area. Journal of Environmental Engineering, 124, 131-137.
https://doi.org/10.1061/(asce)0733-9372(1998)124:2(131)
[8] Göbel, P., Dierkes, C. and Coldewey, W.G. (2007) Storm Water Runoff Concentration Matrix for Urban Areas. Journal of Contaminant Hydrology, 91, 26-42.
https://doi.org/10.1016/j.jconhyd.2006.08.008
[9] Fletcher, T.D., Shuster, W., Hunt, W.F., Ashley, R., Butler, D., Arthur, S., et al. (2015) SUDS, LID, BMPs, WSUD and More—The Evolution and Application of Terminology Surrounding Urban Drainage. Urban Water Journal, 12, 525-542.
https://doi.org/10.1080/1573062x.2014.916314
[10] Qin, H.P., Li, Z.X. and Fu, G. (2013) The Effects of Low Impact Development on Urban Flooding under Different Rainfall Characteristics. Journal of Environmental Management, 129, 577-585.
https://doi.org/10.1016/j.jenvman.2013.08.026