[1] 徐祖信, 王卫刚, 李怀正, 等. 合流制排水系统溢流污水处理技术[J]. 环境工程, 2010, 28(S1): 153-156.
[2] 程熙, 车伍, 唐磊, 等. 美国合流制溢流控制规划及其发展历程剖析[J]. 中国给水排水, 2017, 33(6): 7-12.
[3] 李思远. 合流制管网污水溢流污染特征及其控制技术研究[D]. 北京: 清华大学, 2015.
[4] 黄勇强, 刘荣平. 合流制排水系统的集成优化处理[J]. 环境工程, 2014, 32(12): 57-61.
[5] LEE D H, MIN K S, KANG J H. Performance evaluation and a sizing method for hydrodynamic separators treating urban stormwater runoff[J]. Water Science and Technology, 2014, 69(10): 2122-2131. doi: 10.2166/wst.2014.125
[6] 张善发, 马鲁铭, 高廷耀. 合流制溢流污水的一级化学强化处理[J]. 中国给水排水, 2005, 21(11): 6-9.
[7] 史昊然. 合流制溢流调蓄处理工艺效果评估及优化对策[J]. 中国给水排水, 2021, 37(5): 106-110.
[8] MAENG M, KIM H, LEE K, et al. Effect of DAF configuration on the removal of phosphorus and organic matter by a pilot plant treating combined sewer overflows[J]. International Biodeterioration & Biodegradation, 2017, 124: 17-25.
[9] MASI F, RIZZO A, BRESCIANI R, et al. Constructed wetlands for combined sewer overflow treatment: Ecosystem services at Gorla Maggiore, Italy[J]. Ecological Engineering, 2017, 98: 427-438. doi: 10.1016/j.ecoleng.2016.03.043
[10] 马晶伟, 林潇, 施周, 等. 生物滤池/生物滞留池组合设施控制CSO污染的效果[J]. 中国给水排水, 2021, 37(19): 131-138.
[11] JIN X, JIN P, HOU R, et al. Enhanced WWTP effluent organic matter removal in hybrid ozonation-coagulation (HOC) process catalyzed by Al-based coagulant[J]. Journal of Hazardous Materials, 2017, 327: 216-224. doi: 10.1016/j.jhazmat.2016.12.043
[12] 刘雨果, 金鑫, 许建军, 等. 电凝聚臭氧化耦合工艺的二级出水处理特性与机理研究[J]. 环境科学学报, 2020, 40(11): 3877-3884.
[13] 邱壮, 金鹏康, 王丹, 等. 多级臭氧气浮装置深度处理印染生化出水中试研究[J]. 工业水处理, 2017, 37(8): 53-56. doi: 10.11894/1005-829x.2017.37(8).053
[14] YU D, DIAN L, HAI Y, et al. Effect of rainfall characteristics on the sewer sediment, hydrograph, and pollutant discharge of combined sewer overflow[J]. Journal of Environmental Management, 2022, 303: 114268. doi: 10.1016/j.jenvman.2021.114268
[15] VENDITTO T, MANOLI K, RAY A K, et al. Combined sewer overflow treatment: Assessing chemical pre-treatment and microsieve-based filtration in enhancing the performance of UV disinfection[J]. Science of the Total Environment, 2022, 807: 150725. doi: 10.1016/j.scitotenv.2021.150725
[16] CHEN W, WESTERHOFF P, LEENHEER J A, et al. Fluorescence excitation-emission matrix regional integration to quantify spectra for dissolved organic matter[J]. Environmental Science & Technology, 2003, 37(24): 5701-5710.
[17] EL SAMRANI A G, LARTIGES B S, VILLIÉRAS F. Chemical coagulation of combined sewer overflow: Heavy metal removal and treatment optimization[J]. Water Research, 2008, 42(4/5): 951-960.
[18] 罗新浩, 胡勇有, 陈元彩, 等. 臭氧氧化印染工业园废水的效能与机理研究[J]. 环境科学学报, 2022, 42(12): 12-21.
[19] 杨晓斌. 混凝-臭氧-电渗析工艺处理印染废水效能与机理研究[D]. 北京: 北京交通大学, 2020.
[20] 侯瑞, 金鑫, 金鹏康, 等. 污水厂二级出水中难凝聚有机物的臭氧化特性[J]. 环境科学, 2018, 39(2): 844-851.
[21] HE X, XI B, WEI Z, et al. Fluorescence excitation-emission matrix spectroscopy with regional integration analysis for characterizing composition and transformation of dissolved organic matter in landfill leachates[J]. Journal of Hazardous Materials, 2011, 190(1/2/3): 293-299.
[22] IGLESIAS R, ORTEGA E, BATANERO G, et al. Water reuse in Spain: Data overview and costs estimation of suitable treatment trains[J]. Desalination, 2010, 263(1/2/3): 1-10.
[23] 孙巍, 赵红兵. 武汉市黄孝河合流制溢流强化处理设施工艺设计[J]. 中国给水排水, 2022, 38(10): 101-105.