Starting law and pollution contribution characteristics of stratified sediment scouring in sewage pipes
HAN Jian-shuang1, SHI Xuan1,2, ZHANG Jian-feng1, HUI Yi-lian1, JIN Peng-kang1,2
1. School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China; 2. School of Human Settlements and Civil Engineering, Xi'an Jiaotong University, Xi'an 710049, China
Abstract:To explore the distribution characteristics of pollutants in the vertical section of sewer sediment, the mechanism of layered erosion initiation and pollution contribution characteristics of sediment under gradient erosion intensity were revealed. It could be an important foundation for scientific control of combined overflow pollutants (CSO). In this study, a pilot sewer system which could simulate the sediment erosion process was established. And based on the theory of layered distribution of sewer sediment, the characteristics of particle size, carbon and nitrogen pollutants were revealed. The results show that the theoretical critical shear stress under different layered particles increases from 0.038N/m2 to 0.261N/m2 with the increase of particle size. As the flow shear force increased from 0.1N/m2 to 0.3N/m2, the contribution rate of sediment of TCOD increased from 6.4% to 46.3%; the contribution rate of TN increased from 25.3% to 40.6%; and TP decreased from 42.9% to 25.1%. Moreover, in comparison with the attachment content of various pollutants, as the flow intensity increased, the proportion of suspended solids that start flushing was the highest among organic pollutants. It can be concluded that, the particle size has a significant impact on the distribution of pollution load of pollutants, and the distribution of pollution load has a correlation with the concentration changes of overflow pollutants caused by water flow erosion. Thus, clarifying the flow intensity and concentration changes of overflow pollutants caused by layered sediment erosion in pipelines can help effectively control water pollution.
韩剑霜, 石烜, 张建锋, 惠依莲, 金鹏康. 污水管道沉积物分层冲刷的起动规律及其污染贡献特性[J]. 中国环境科学, 2023, 43(10): 5208-5213.
HAN Jian-shuang, SHI Xuan, ZHANG Jian-feng, HUI Yi-lian, JIN Peng-kang. Starting law and pollution contribution characteristics of stratified sediment scouring in sewage pipes. CHINA ENVIRONMENTAL SCIENCECE, 2023, 43(10): 5208-5213.
Chhetr R K, Bonneru A, Andersen H R. Combined sewer overflow pretreatment with chemical coagulation and a particle settler for improved peracetic acid disinfection[J]. Journal of Industrial & Engineering Chemistry, 2016,37:372-379.
[2]
Werner, Ursula, Liu, et al. Sulfide and methane production in sewer sediments[J]. Water research:A journal of the international water association, 2015,70:350-359.
[3]
Jalliffie-Verne I, Henich M, Madoux-Humer A S, et al. Cumulative effects of fecal contamination from combined sewer overflows:Management for source water protection[J]. Journal of Environmental Management, 2016,174:62-70.
[4]
Ashley R, Crabtree B, Fraser A, et al. European research into sewer sediments and associated pollutants and processes[J]. Journal of Hydraulic Engineering, 2003,129(4):267-275.
[5]
Bo R A, Xuan S, Xin J, et al. Comprehensive evaluation of pharmaceuticals and personal care products (PPCPs) in urban sewers:Degradation, intermediate products and environmental risk[J]. Chemical Engineering Journal, 2020,404.DOI:10.1016/j.cej.2020. 127024.
[6]
Ahyerre M, Chebbo G, Saad M. Sources and erosion of organic solids in a combined sewer[J]. Urban water, 2000,(4):2.
[7]
Banasiak R, Verhoeve R, Sutte R D, et al. The erosion behaviour of biologically active sewer sediment deposits:Observations from a laboratory study[J]. Water Research, 2005,39(20):5221-5231.
[8]
Schertzinge G, Zimmerman S, Sure B. Predicted sediment toxicity downstream of combined sewer overflows corresponds with effects measured in two sediment contact bioassays[J]. Environmental Pollution, 2019,248(MAY):782-791.
[9]
Baron L, Pilott M, Valeri G, et al. Analysis of the residual nutrient load from a combined sewer system in a watershed of a deep Italian lake[J]. Journal of Hydrology, 2019,571:202-213.
[10]
Meng D, Jin W, Chen K, et al. Cohesive strength changes of sewer sediments during and after ultrasonic treatment:The significance of bound extracellular polymeric substance and microbial community[J]. Science of The Total Environment, 2020,723:138029.
[11]
Aukidy M A, Verlicchi P. Contributions of combined sewer overflows and treated effluents to the bacterial load released into a coastal area[J]. Science of The Total Environment, 2017,607-608:483-496.
[12]
Mcginnis S, Spencer S, Firnstahl A, et al. Human bacteroides and total coliforms as indicators of recent combined sewer overflows and rain events in urban creeks[J]. Science of the Total Environment, 2018, 630(JUL.15):967-976.
[13]
Taghipou M, Toloue S, Autixie L, et al. Normalized dynamic behavior of combined sewer overflow discharges for source water characterization and management[J]. Journal of Environmental Management, 2019,249:109-386.
[14]
Shields A. Application of Similarity Principles and Turbulence Research to Bed Load Movement[J]. Aust Geogr Stud, 1936,42:378-392.
邵卫云,钱栋,马妍,等.明渠流下生物作用对管道沉积物冲蚀特性影响试验研究[J]. 湖南大学学报:自然科学版, 2016,43(12):148-155. Shao W Y, Qian D, Ma Y, et al. Flume Qxperimental Study of erosion characteristics of sever sediment with biological activities[J]. Jonrnal of Hunan Univerisity Natural Science, 2016,43(12):148-155.
Meng D, Wu J, Chen K, et al. Effects of extracellular polymeric substances and microbial community on the anti-scouribility of sewer sediment[J]. Science of the Total Environment, 2019,68:494-504.