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[1]AN Yaqiang,SUN Sanxiang,WANG Guofeng.Research on the Transport Characteristics of Pollutants in Rainfall Runoff on the Underlying Surface with Weak Water Permeability[J].Research of Soil and Water Conservation,2022,29(01):133-139.

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Research on the Transport Characteristics of Pollutants in Rainfall Runoff on the Underlying Surface with Weak Water Permeability

Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume: 29 Number of periods: 2022 01 Page number: 133-139 Column: Public date: 2022-02-20

Title:: Research on the Transport Characteristics of Pollutants in Rainfall Runoff on the Underlying Surface with Weak Water Permeability

Author(s):: AN Yaqiang^1,3, SUN Sanxiang^1,2,3, WANG Guofeng^1,3; (1.School of Environment and Municipal Engineering, Lanzhou Jiaozhou University, Lanzhou 730070, China; 2. Engineering Research Center of the Comprehensive Use of Water Resources in the Cold and Dry Areas Ministry of Education, Lanzhou Jiaozhou Jiao university, Lanzhou 730070, China; 3.Key Laboratory of Yellow River Water Environment of Gansu Province Lanzhou Jiaotong University, Lanzhou 730070, China)

Keywords:: weak permeability; rainfall runoff; transport model; pollutant load

CLC:: X506

DOI:: -

Abstract:: In order to study the transport characteristics of pollutants in rain-runoff on the impermeable underlying surface, Lanzhou was selected as a typical city, and based on its rainfall distribution characteristics and non-point source pollution characteristics, a model for the transport of pollutants from the impermeable underlying surface was proposed. Through sampling and testing of natural rainfall runoff under the combination of roof, road surface and other weakly permeable underlying surfaces on the university campus, turbidity, COD_cr, TN and TP and other major pollutants concentration changes over time were analyzed, the pollutant correlation was examined, and the model was used to calculate the initial load rate of runoff pollutants. The results show that the concentration of pollutants in the runoff reached the peak while the rainfall runoff on weak permeable surface on campus lasted for 10～20 minutes; while the runoff lasted within 30 minutes, the pollutant load rate of rain runoff turbidity, COD_cr, TN and TP could reach 65%～85%. The applicability of runoff pollutant transport model was better, and the pollutants were significantly correlated in the process of rainfall and runoff under the condition of small and medium rainfall.

References:: [1] 汉京超.城市雨水径流污染特征及排水系统模拟优化研究[D].上海:复旦大学,2013.
[2] Brezonik P L, Stadelmann T H. Analysis and predictive models of stormwater runoff volumes, loads, and pollutant concentrations from watersheds in the Twin Cities metropolitan area, minnesota, USA[J]. Water Research, 2002,36(7):1743-1757.
[3] Hu D, Zhang C, Ma B, et al. The characteristics of rainfall runoff pollution and its driving factors in Northwest semiarid region of China: A case study of Xi'an[J]. Science of the Total Environment, 2020,726:138384.
[4] 王宝山,黄廷林,聂小保,等.不透水表面雨水径流污染物冲刷规律研究[J].环境工程学报,2010,4(9):1950-1954.
[5] Helmreich B, Hilliges R, Schriewer A, et al. Runoff pollutants of a highly trafficked urban road-Correlation analysis and seasonal influences[J]. Chemosphere, 2010,80(9):991-997.
[6] 赵剑强,孙奇清.城市道路路面径流水质特性及排污规律[J].长安大学学报:自然科学版,2002,22(2):21-23.
[7] Shin Y, Lee E J, Jeon Y J, et al. Hydrological changes of DOM composition and biodegradability of rivers in temperate monsoon climates[J]. Journal of Hydrology, 2016,540:538-548.
[8] 肖敦宇,姜文超,建娜.城市屋面径流水质特征及屋面材料对水质的影响[J].环境影响评价,2014(3):60-64.
[9] 张千千,李向全,王效科,等.城市路面降雨径流污染特征及源解析的研究进展[J].生态环境学报,2014,23(2):352-358.
[10] 任玉芬,王效科,韩冰,等.城市不同下垫面的降雨径流污染[J].生态学报,2005,25(12):3225-3230.
[11] 李青云.北京典型村镇降雨径流水文,水质及污染特性的研究[D].北京:北京交通大学,2011.
[12] 赵越.面向河流生境改善的水库调度建模理论与方法研究[D].武汉:华中科技大学,2014.
[13] Mulholland P J. Design and maintenance of residential streets[J]. Pakistan Journal of Agricultural Sciences, 1983, 48(1):55-58.
[14] Bouraoui F, Dillaha T A. ANSWERS-2000:Runoff and sediment transport model[J]. Journal of Environmental Engineering, 1996,122(6):493-502.
[15] Soonthornnonda P, Christensen E R, Liu Y, et al. A washoff model for stormwater pollutants[J]. Science of the Total Environment, 2008,402(2/3):248-256.
[16] 张超.基于改进型SWMM和单位投资环境效益的截流倍数优选[D].武汉:武汉理工大学,2013.
[17] 任俊雯,梁小光,陶涛,等.基于运动波方程的地面集水时间计算及参数研究[J].中国给水排水,2019,35(1):118-122.
[18] 袁宏林,熊壮,张路明,等.降雨特征与地表径流和雨水管内径流污染物变化特征[J].安全与环境学报,2018(4):1593-1597.
[19] 马英.城市降雨径流面源污染输移规律模拟及初始冲刷效应研究[D].广州:华南理工大学,2012.
[20] 汪楚乔,陈柔君,吴磊,等.典型村落不同下垫面降雨径流污染物积累与冲刷规律[J].净水技术,2018,37(4):21-27.
[21] 李俊奇,戚海军,宫永伟,等.降雨特征和下垫面特征对径流污染的影响分析[J].环境科学与技术,2015,38(9):47-52.
[22] 李畅.南宁市初期雨水径流污染特征研究[D].南宁:广西大学,2016.
[23] 彭亮.武汉市白沙洲大道雨水径流水质特征及污染物指标相关性分析[D].武汉:武汉科技大学,2013.
[24] 张杰,王洪禧,刘俊良.雨水污染物相关性研究[J].河北建筑工程学院学报,2006,24(1):23-25.
[25] 车伍,张伟,李俊奇.城市初期雨水和初期冲刷问题剖析[J].中国给水排水,2011,27(14):9-14.
[26] 廖雷.城市初期径流雨水水量与截留池容积计算方法的研究[D].长沙:湖南大学,2015.
[27] 车伍,刘燕,欧岚,等.城市雨水径流面污染负荷的计算模型[J].中国给水排水,2004,20(7):56-58.

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Last Update: 2022-02-20