[1]吴雪,王燕彩,张英,等.城市面源污染特征研究趋势与控制措施[J].中国给水排水,2026,42(16):47-55.
　WuXue,WangYancai,ZhangYing,et al.Research Trend and Control Measures on the Characteristics of Urban Non-point Source Pollution[J].China Water & Wastewater,2026,42(16):47-55.

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城市面源污染特征研究趋势与控制措施

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第42卷期数: 2026年第16期页码: 47-55 栏目: 出版日期: 2026-08-17

Title:: Research Trend and Control Measures on the Characteristics of Urban Non-point Source Pollution

作者:: 吴雪^1,2，王燕彩²，张英²，朱启凤²，谢坤²，付潇华²; （1.昆明理工大学环境科学与工程学院，云南昆明 650500；2.昆明市生态环境科学研究院，云南昆明 650032）

Author(s):: Wu　Xue^1，2， Wang　Yancai²， Zhang　Ying²， Zhu　Qifeng²， Xie　Kun²， Fu　Xiaohua²; （1. Faculty of Environmental Science and Engineering， Kunming University of Science and Technology， Kunming 650500， China； 2. Kunming Institute of Eco-Environmental Science， Kunming 650032， China）

关键词:: 城市面源污染; 研究趋势; 下垫面; 功能区; 排水系统; 控制措施

Keywords:: urban non-point source pollution; research trends; underlying surfaces; functional zones; drainage systems; control measures

摘要:: 随着城市化的发展，城市面源污染已经成为许多城市区域的主要水污染来源。在全面进行文献调研的基础上，对国内外城市面源污染监测数据进行系统整合。结果表明，城市面源污染受到研究者的广泛关注，发文数量呈现逐年递增的趋势，研究热点主要涵盖污染、径流、水质、雨水、重金属和管理等方面。总体上，不同下垫面、功能区及排水体制的降雨径流污染物浓度均较高，大部分指标高于地表水Ⅴ类标准。在道路、屋面和绿地3类下垫面中，道路径流污染物SS和COD浓度最高，屋面径流TN浓度最高，绿地径流TP浓度最高；在不同材质方面，沥青路面径流污染物SS浓度高于水泥路面，而COD、TN和TP浓度低于水泥路面，沥青屋面的径流污染物浓度最高，水泥屋面次之，瓦屋面相对较低；在不同功能区中，交通区的径流污染物SS浓度最高，商业区的径流COD、TN和TP浓度最高，居住区径流中各污染物浓度相对较低；合流制排水系统的径流污染物浓度普遍高于分流制排水系统。城市面源污染具有复杂性和随机性，在治理过程中需综合采用工程措施和非工程措施，以实现水清、水美的综合治理效果。

Abstract:: With the development of urbanization, urban non-point source pollution has become a major water pollution source in many urban areas. On the basis of comprehensive literature research, the monitoring data of urban non-point source pollution in domestic and overseas are systematically integrated. The results indicate that urban non-point source pollution has garnered widespread attention among researchers, as evidenced by a steadily increasing trend in the quantity of publications over the years. The key research hotspots regarding urban non-point sources primarily focus on pollution, runoff, water quality, stormwater, heavy metals, and management. Overall, the concentrations of urban runoff pollutants in different underlying surfaces, functional areas and drainage systems are relatively high, and most of the indicators were higher than the surface water class Ⅴ standards. Among the three types of underlying surface, the road runoff has the highest concentration of SS and COD, the roof runoff has the highest concentration of TN, and the green runoff has the highest concentration of TP. In terms of different materials, the runoff pollutant SS of asphalt pavement is higher than that of cement pavement, while the concentration of COD, TN and TP of asphalt pavement is lower than that of cement pavement. The concentration of runoff pollutants of asphalt roof is the highest, followed by concrete roof, and that of tile roof is relatively low. Among different functional areas, SS concentration is the highest in the traffic area, COD, TN and TP concentration is the highest in the commercial area, and the concentration of runoff pollutants in the residential area is relatively low. Additionally, pollutant concentrations in combined sewer systems are generally higher than those in separate sewer systems. Urban non-point source pollution has the characteristics of complexity and randomness. In the treatment process, it is necessary to adopt engineering measures and non-engineering measures in order to achieve the comprehensive treatment effect of clean and beautiful water.

更新日期/Last Update: 2026-08-17