合流制管道溢流污染的特征与控制研究进展
|
摘要
综述了国内外合流制管道溢流污染特征与控制的研究进展,总结了合流制管道溢流废水的污染物来源、水质水量关系和水环境影响特征,分析了影响合流制管道溢流污染特征的影响因素、常用合流制管道溢流污染控制措施,以及旋流分离、沉淀等末端控制技术的研究进展;指出管道沉积物的沉积、冲刷、污染释放监测与管道、截流井和排口净化技术的工艺组合,是控制我国合流制管道溢流污染的关键技术节点。
This paper reviews the research progress of characteristics and control of combined sewer overflows(CSOs) pollution at home and abroad. The pollutant sources, the relationship between the water quality and quantity, and water environment impact characteristics of CSOs wastewater are summarized, and the influencing factors of pollution characteristics of CSOs are analyzed, and the control measures for pollution of common CSOs are discussed in different categories. The research progress of end control technologies such as cyclone separation and sedimentation is compared. Finally, it is pointed out that the combination of deposition-flush-contamination release monitoring of pipeline sediments and combined pipeline, intercepting wells and drain outlet purification technologies is the key technical node for controlling the pollution of CSOs in China.
This paper reviews the research progress of characteristics and control of combined sewer overflows(CSOs) pollution at home and abroad. The pollutant sources, the relationship between the water quality and quantity, and water environment impact characteristics of CSOs wastewater are summarized, and the influencing factors of pollution characteristics of CSOs are analyzed, and the control measures for pollution of common CSOs are discussed in different categories. The research progress of end control technologies such as cyclone separation and sedimentation is compared. Finally, it is pointed out that the combination of deposition-flush-contamination release monitoring of pipeline sediments and combined pipeline, intercepting wells and drain outlet purification technologies is the key technical node for controlling the pollution of CSOs in China.
引文
[1] 王淑梅,王宝贞,曹向东,等.对我国城市排水体制的探讨[J].中国给水排水,2007,23(12):16-21.(WANG Shumei,WANG Baozhen,CAO Xiangdong,et al.Discussion on chinese urban drainage system[J].China Water & Wastewater,2007,23(12):16-21.(in Chinese))
[2] VAN DAAL P,GRUBER G,LANGEVELD J,et al.Performance evaluation of real time control in urban wastewater systems in practice:review and perspective[J].Environmental Modelling & Software,2017,95:90-101.
[3] 张杰.合流制排水系统雨天溢流污染控制及优化调度研究[D].天津:天津大学,2012.
[4] ELLIS J B,BUTLER D.Surface water sewer misconnections in England and Wales:pollution sources and impacts[J].Science of the Total Environment,2015,526:98-109.
[5] 吴春笃,解清杰,陶明清.合流制排水系统污染控制原理与技术[M].镇江:江苏大学出版社,2014.
[6] 张洲.德国:为何道路不积水[J].河北水利,2016(2):34-34.(ZHANG Zhou.Why aren't German roads flooded[J].Hebei Water Resourses,2016(2):34-34.(in Chinese))
[7] 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.
[8] 杨雪,车伍,李俊奇,等.国内外对合流制管道溢流污染的控制与管理[J].中国给水排水,2008,24(16):7-11.(YANG Xue,CHE Wu,LI Junqi,et al.Control and management of combined sewer overflow pollution at home and abroad[J].China Water & Wastewater,2008,24(16):7-11.(in Chinese))
[9] 国家统计局城市社会经济调查司.中国城市建设统计年鉴:2016[M].北京:中国统计出版社,2016.
[10] 麦穗海,黄翔峰,汪正亮,等.合流制排水系统污水溢流污染控制技术进展[J].四川环境,2004,23(3):18-21.(MAI Suihai,HUANG Xiangfeng,WANG Zhengliang,et al.Technique development on the pollution control of combined sewer overflows[J].Sichuan Environment,2004,23(3):18-21.(in Chinese))
[11] 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(增刊1):153-156.(XU Zuxin,WANG Weigang,LI Huaizheng,et al.Combined drainage system overflow sewage treatment technology[J].Environmental Engineering,2010(Sup1):153-1566.(in Chinese))
[12] GROMAIRE-MERTZ M C,GARNAUD S,SAAD M,et al.Contribution of different sources to the pollution of wet weather flows in combined sewers[J].Water Research,2001,35(2):521-533.
[13] GASPERI J,GROMAIRE-MERTZ M C,KAFI M,et al.Contributions of wastewater,runoff and sewer deposit erosion to wet weather pollutant loads in combined sewer systems[J].Water Research,2010,44(20):5875-5886.
[14] HANNOUCHE A,CHEBBO G,JOANNIS C.Assessment of the contribution of sewer deposits to suspended solids loads in combined sewer systems during rain events[J].Environmental Science and Pollution Research,2014,21(8):5311-5317.
[15] 赵磊,杨逢乐,王俊松,等.合流制排水系统降雨径流污染物的特性及来源[J].环境科学学报,2008,28(8):1561-1570.(ZHAO Lei,YANG Fengle,WANG Junsong,et al.Characterization of storm-water pollutant sources in a combined sewer network[J].Acta Scientiae Circumstantiae,2008,28(8):1561-1570.(in Chinese))
[16] 李海燕,徐尚玲,黄延,等.合流制排水管道雨季出流污染负荷研究[J].环境科学学报,2013,33(9):2522-2530.(LI Haiyan,XU Shangling,HUANG Yan,et al.Pollution loading of overflow in combined drainage channels during rainy season[J].Acta Scientiae Circumstantiae,2013,33(9):2522-2530.(in Chinese))
[17] BOLLER M.Tracking heavy metals reveals sustainability deficits of urban drainage systems[J].Water Science and Technology,1997,35(9):77-87.
[18] CHIN A.Urban transformation of river landscapes in a global context[J].Geomorphology,2006,79(3/4):460-487.
[19] PUERTA J,SUAREZ J.Contaminant loads of CSOs at the wastewater treatment plant of a city in NW Spain[J].Urban Water,2002,4(3):291-299.
[20] SOONTHORNNONDA P,CHRISTENSEN E R.Source apportionment of pollutants and flows of combined sewer wastewater[J].Water Research,2008,42(8/9):1989-1998.
[21] GROMAIRE-MERTZ M C,CHEBBO G,SAADM.Origins and characteristics of urban wet weather pollution in combined sewer systems:the experimental urban catchment “Le Marais” in Paris[J].Water Science and Technology,1998,37(1):35-43.
[22] LEE J H,BANG K W.Characterization of urban stormwater runoff[J].Water research,2000,34(6):1773-1780.
[23] SZTRUHáR D,SOKá M,HOLIENIN A,et al.Comprehensive assessment of combined sewer overflows in Slovakia[J].Urban Water,2002,4(3):237-243.
[24] 李贺,李田.上海高密度居民区合流制系统雨天溢流水质研究[J].环境科学,2006,27(8):1565-9.(LI He,LI Tian.Study on the characteristics of combined sewer overflow from the high density residential area in shanghai[J].Chinese Journal of Environmental Science,2006,27(8):1565-1569.(in Chinese))
[25] ZHANG W,CHE W,LIU D K,et al.Characterization of runoff from various urban catchments at different spatial scales in Beijing,China[J].Water Science and Technology,2012,66(1):21-27.
[26] 杨逢乐,赵磊.合流制排水系统降雨径流污染物特征及初期冲刷效应[J].生态环境学报,2007,16(6):1627-1632.(YANG Fengle,ZHAO Lei.Pollutant characteristics and first flush effect of runoff in combined sewer system[J].Ecology and Environment,2007,16(6):1627-1632.(in Chinese))
[27] AL AUKIDY M,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,2017,607:483-496.
[28] MAC KENZIE W R,HOXIE N J,PROCTOR M E,et al.A massive outbreak in Milwaukee of Cryptosporidium infection transmitted through the public water supply[J].New England Journal of Medicine,1994,331(3):161-167.
[29] CAMPOS C J A,AVANT J,LOWTHER J,et al.Human norovirus in untreated sewage and effluents from primary,secondary and tertiary treatment processes[J].Water Research,2016,103:224-232.
[30] ELLIS J B.Pharmaceutical and personal care products (PPCPs) in urban receiving waters[J].Environmental Pollution,2006,144(1):184-189.
[31] LUO Y,GUO W,NGO H H,et al.A review on the occurrence of micropollutants in the aquatic environment and their fate and removal during wastewater treatment[J].Science of the Total Environment,2014,473:619-641.
[32] LAUNAY M A,DITTMER U,STEINMETZH.Organic micropollutants discharged by combined sewer overflows:characterisation of pollutant sources and stormwater-related processes[J].Water Research,2016,104:82-92.
[33] QUIJANO J,ZHU Zhenduo,MORALES V,et al.Three-dimensional model to capture the fate and transport of combined sewer overflow discharges:a case study in the Chicago Area Waterway System[J].Science of the Total Environment,2017,576:362-373.
[34] BERSINGER T,BAREILLE G,PIGOT T,et al.Online monitoring and conditional regression tree test:useful tools for a better understanding of combined sewer network behavior[J].Science of the Total Environment,2018,625:336-343.
[35] BJ?RKLUND K,BONDELIND M,KARLSSON A,et al.Hydrodynamic modelling of the influence of stormwater and combined sewer overflows on receiving water quality:Benzo(a)pyrene and copper risks to recreational water[J].Journal of Environmental Management,2018,207:32-42.
[36] ABDELLATIF M,ATHERTON W,ALKHADDAR R M,et al.Quantitative assessment of sewer overflow performance with climate change in northwest England[J].International Association of Scientific Hydrology Bulletin,2015,60(4):636-650.
[37] BARCO J,PAPIRI S,STENSTROM M K.First flush in a combined sewer system[J].Chemosphere,2008,71(5):827-833.
[38] XU Z,XIONG L,LI H,et al.Pollution characterization and source analysis of the wet weather discharges in storm drainages[J].Desalin Water Treat,2017,72:169-181.
[39] GOULDING R,JAYASURIYA N,HORAN E.A Bayesian network model to assess the public health risk associated with wet weather sewer overflows discharging into waterways[J].Water Research,2012,46(16):4933-4940.
[40] 赵庆豪.雨天合流制排水系统水质水量调查与分析[D].武汉:武汉理工大学,2013.
[41] EZZARO L,GRUM M.A generalised dynamic overflow risk assessment (DORA) for real time control of urban drainage systems[J].Journal of Hydrology,2014,515(13):292-303.
[42] 张智,魏婷,胡坚,等.合流制排水系统污水水质及悬浮物粒度分布特征研究[J].给水排水,2014(增刊1):185-189.(ZHANG Zhi,WEI Ting,HU Jian,et al.Study on water quality and particle size distribution characteristics of combined sewer system[J].Water & Wastewater Engineering,2014(Sup1):185-189.(in Chinese))
[43] 陈长太,徐贵泉.市政泵站雨天排放对黄浦江、苏州河水质的影响[J].水资源保护,2014,30(6):59-62.(CHEN Changtai,XU Guiquan.Influence of overflow discharge from municipal pumping statoin in rainy days on water quality of Huangpu River and Suzhou Creek[J].Water Resources Protection,2014,30(6):59-62.(in Chinese))
[44] BERSINGER T,BAREILLE G,PIGOT T,et al.Online monitoring and conditional regression tree test:useful tools for a better understanding of combined sewer network behavior[J].Science of the Total Environment,2018,625:336-343.
[45] BERSINGER T,LE HECHO I,BAREILLE G,et al.Assessment of erosion and sedimentation dynamic in a combined sewer network using online turbidity monitoring[J].Water Science and Technology,2015,72(8):1375-1382.
[46] 任玉芬,王效科,韩冰,等.城市不同下垫面的降水径流污染[J].生态学报,2005,25(12):3225-3230.(REN Yufen,WANG Xiaoke,HAN Bing,et al.Chemical analysis on stormwater-run off pollution of different underlying urban surfaces[J].Acta Ecologica Sinica,2005,25(12):3225-3230.(in Chinese))
[47] GROMAIRE-MERTZ M C,GARNAUD S,GONZALEZ A,et al.Characterisation of urban runoff pollution in Paris[J].Water Science & Technology,1999,39(2):1-8.
[48] HVITVED-JACOBSEN T.Urban and highway stormwater pollution:concepts and engineering[M].Boca Raton,Florida:CRC Press,2010.
[49] 刘燕,尹澄清,车伍,等.合流制溢流污水污染控制技术研究进展[J].给水排水,2009,35(增刊1):282-287.(LIU Yan YIN Chengqing,CHE Wu,et al.Research progress on the control technology of effluent pollution from combined effluent system[J].Water & Wastewater Engineering,2009,35(Sup1):282-287.(in Chinese))
[50] 刘保生.浅谈截流倍数[J].甘肃科技,2006,22(12):185.(LIU Baosheng.Analysis of interception ratio of combined system[J].Gansu Science and Technology,2006,22(12):185.(in Chinese))
[51] 徐一茗.合流制管道溢流的影响因素及其污染治理措施[J].山西建筑,2010,36(34):170-172.(XU Yiming.Influencing factors and pollution control measures on combined sewer overflows[J].Shanxi Architecture,2010,36(34):170-172.(in Chinese))
[52] 杨云安,管运涛,许光明,等.老城区不同功能区排水管道沉积物性质研究[J].给水排水,2011,37(9):159-162.(YANG Yun'an,GUAN Yuntao,XU Guangming,et al.Study on sediment properties of drainage pipes in different functional areas of old city[J].Water & Wastewater Engineering,2011,37(9):159-162.(in Chinese))
[53] 石山.西安市污水管网沉积物形成规律及影响因素研究[D].西安:西安建筑科技大学,2015.
[54] MICHELBACH S.Origin,resuspension and settling characteristics of solids transported in combined sewage[J].Water Science and Technology,1995,31(7):69-76.
[55] 廖朝轩,高爱国,黄恩浩.国外雨水管理对我国海绵城市建设的启示[J].水资源保护,2016,32(1):42-45.(LIAO Chaohsien,GAO Aiguo,HUANG Enhao.Enlightenment of rainwater management in foreign countries to sponge city construction in China[J].Water Resources Protection,2016,32(1):42-45.(in Chinese))
[56] 李俊奇,刘洋,车伍.发达国家雨水管理机制及政策[J].城乡建设,2011(8):75-6.(LI Junqi,LIU Yang,CHE Wu.Rainwater management mechanism and policy in developed countries[J].Urban and Rural Development,2011(8):75-76.(in Chinese))
[57] 仇保兴.海绵城市(LID)的内涵、途径与展望[J].建设科技,2015(1):1-7.(QIU Baoxing.The connotation,ways and prospects of LID[J].Construction Science and Technology,2015(1):1-7.(in Chinese))
[58] 吴丹洁,詹圣泽,李友华,等.中国特色海绵城市的新兴趋势与实践研究[J].中国软科学,2016(1):79-97.(WU Danjie,ZHAN Shengze,LI Youhua,et al.New trends and practical research on the sponge cities with chinese characteristics[J].China Soft Science,2016(1):79-97.(in Chinese))
[59] 夏军,石卫,王强,等.海绵城市建设中若干水文学问题的研讨[J].水资源保护,2017,33(1):1-8.(XIA Jun,SHI Wei,WANG Qiang,et al.Discussion of several hydrological issues regarding sponge city construction[J].Water Resources Protection,2017,33(1):1-8.(in Chinese))
[60] AHIABLAME L M,ENGEL B A,CHAUBEY I.Effectiveness of low impact development practices:literature review and suggestions for future research[J].Water Air & Soil Pollution,2012,223(7):4253-4273.
[61] WU J,CAO X,ZHAO J,et al.Performance of biofilter with a saturated zone for urban stormwater runoff pollution control:influence of vegetation type and saturation time[J].Ecological Engineering,2017,105:355-361.
[62] 蔡庆拟,陈志和,陈星,等.低影响开发措施的城市雨洪控制效果模拟[J].水资源保护,2017,33(2):31-36.(CAI Qingni,CHEN Zhihe,CHEN Xing,et al.Simulation of control efficiency of low impact development measures for urban stormwater[J].Water Resources Protection,2017,33(2):31-36.(in Chinese))
[63] 黄国如,王欣.基于城市雨洪模型的市政排水与水利排涝标准衔接研究[J].水资源保护,2017,33(2):1-5.(HUANG Guoru,WANG Xin.Study on standard syntaxis of urban drainage between pipe and river based on urban storm flood models[J].Water Resources Protection,2017,33(2):1-5.(in Chinese))
[64] SHAHSAVARI G,ARNAUD-FASSETTA G,CAMPISANO A.A field experiment to evaluate the cleaning performance of sewer flushing on non-uniform sediment deposits[J].Water Research,2017,118:59-69.
[65] 唐建国,曹飞,全洪福,等.德国排水管道状况介绍[J].给水排水,2003,29(5):4-9.(TANG Jianguo,CAO Fei,QUAN Hongfu,et al.Brief on german sewage system[J].Water & Wastewater Engineering,2003,29(5):4-9.(in Chinese))
[66] 王健,周玉文,刘嘉,等.雨水调蓄池在国内外应用简况[J].北京水务,2010(3):6-9.(WANG Jian,ZHOU Yuwen,LIU Jia,et al.Application of rainwater storage tanks at home and abroad[J].Beijing Water,2010(3):6-9.(in Chinese))
[67] 王建龙,黄涛,张萍萍,等.合流制溢流调蓄池污染控制研究进展[J].环境污染与防治,2015,37(8):85-89.(WANG Jianlong,HUANG Tao,ZHANG Pingping,et al.Research progress on combined sewer overflow stormwater storage tank for pollution control[J].Environmental Pollution and Control,2015,37(8):85-89.(in Chinese))
[68] PETRUCK A,CASSAR A,DETTMAR J.Advanced real time control of a combined sewer system[J].Water Science & Technology,1998,37(1):319-326.
[69] ALKHADDAR R M,HIGGINS P R,PHIPPS D A,et al.Residence time distribution of a model hydrodynamic vortex separator[J].Urban Water,2001,3(1/2):17-24.
[70] 吴春笃.城市合流管网溢流污染控制规划研究[M].镇江:江苏大学出版社,2014.
[71] 马倩倩,蔡欣,丁怡斐.旋流分离器在合流制溢流污染控制中的应用进展[J].绿色科技,2016(2):68-70.(MA Qianqian,CAI Xin,DING Yifei.The application progress of cyclone separator in the control of overflow pollution in combined flow control system[J].Journal of Green Science and Technology,2016(2):68-70.(in Chinese))
[72] LUYCKX G,VAES G,BERLAMONT J.Comparison between the separating efficiency of an improved high-side weir overflow and a hydrodynamic storm kingTM separator[J].Water Science & Technology,1999,39(9):177-184.
[73] SULLIVAN R H,URE J E,PARKINSON F,et al.Design manual:swirl and helical bend pollution control devices[R].Washington D C:EPA,1982.
[74] PISANO W C,BROMBACH H.Operational experience with vortex solids separators for combined sewer overflow (CSO) control[J].Waterence & Technology,2011,29:383-391.
[75] 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 & Technology,2014,69(10):2122-2131.
[76] COCK W D,BLOM P,VAES G,et al.The feasibility of flocculation in a storage sedimentation basin[J].Water Science & Technology,1999,39(2):75-83.
[77] 张力,张善发,周琪.化学强化一级处理工艺处理上海合流污水溢流水的中试研究[J].净水技术,2010,29(3):18-21.(ZHANG Li,ZHANG Shanfa,ZHOU Qi.Pilot scale experiment on chemically enhanced primary treatment (CEPT) for combined sewer overflows (CSOs) in Shanghai[J].Water Purification Technology,2010,29(3):18-21.(in Chinese))
[78] 邢丽贞,王恩革,常青霞.合流制污水溢流治理技术综述[J].山东建筑大学学报,2011,26(2):166-169.(XING Lizhen,WANG Enge,CHANG Qingxia.On the treatment technologies for combined sewer overflows[J].Journal of Shandong Jianzhu University,2011,26(2):166-169.(in Chinese))
[79] 谈文彦.CSO水质特征及磁絮凝最佳参数研究[D].武汉:华中科技大学,2013.
[80] TCHOBANOGLOUS G,BURTON F L,STENSEL H D.Wastewater engineering treatment and reuse[M].4th ed.Boston,US:McGraw-Hill Higher Education,2003:50-51.
[2] VAN DAAL P,GRUBER G,LANGEVELD J,et al.Performance evaluation of real time control in urban wastewater systems in practice:review and perspective[J].Environmental Modelling & Software,2017,95:90-101.
[3] 张杰.合流制排水系统雨天溢流污染控制及优化调度研究[D].天津:天津大学,2012.
[4] ELLIS J B,BUTLER D.Surface water sewer misconnections in England and Wales:pollution sources and impacts[J].Science of the Total Environment,2015,526:98-109.
[5] 吴春笃,解清杰,陶明清.合流制排水系统污染控制原理与技术[M].镇江:江苏大学出版社,2014.
[6] 张洲.德国:为何道路不积水[J].河北水利,2016(2):34-34.(ZHANG Zhou.Why aren't German roads flooded[J].Hebei Water Resourses,2016(2):34-34.(in Chinese))
[7] 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.
[8] 杨雪,车伍,李俊奇,等.国内外对合流制管道溢流污染的控制与管理[J].中国给水排水,2008,24(16):7-11.(YANG Xue,CHE Wu,LI Junqi,et al.Control and management of combined sewer overflow pollution at home and abroad[J].China Water & Wastewater,2008,24(16):7-11.(in Chinese))
[9] 国家统计局城市社会经济调查司.中国城市建设统计年鉴:2016[M].北京:中国统计出版社,2016.
[10] 麦穗海,黄翔峰,汪正亮,等.合流制排水系统污水溢流污染控制技术进展[J].四川环境,2004,23(3):18-21.(MAI Suihai,HUANG Xiangfeng,WANG Zhengliang,et al.Technique development on the pollution control of combined sewer overflows[J].Sichuan Environment,2004,23(3):18-21.(in Chinese))
[11] 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(增刊1):153-156.(XU Zuxin,WANG Weigang,LI Huaizheng,et al.Combined drainage system overflow sewage treatment technology[J].Environmental Engineering,2010(Sup1):153-1566.(in Chinese))
[12] GROMAIRE-MERTZ M C,GARNAUD S,SAAD M,et al.Contribution of different sources to the pollution of wet weather flows in combined sewers[J].Water Research,2001,35(2):521-533.
[13] GASPERI J,GROMAIRE-MERTZ M C,KAFI M,et al.Contributions of wastewater,runoff and sewer deposit erosion to wet weather pollutant loads in combined sewer systems[J].Water Research,2010,44(20):5875-5886.
[14] HANNOUCHE A,CHEBBO G,JOANNIS C.Assessment of the contribution of sewer deposits to suspended solids loads in combined sewer systems during rain events[J].Environmental Science and Pollution Research,2014,21(8):5311-5317.
[15] 赵磊,杨逢乐,王俊松,等.合流制排水系统降雨径流污染物的特性及来源[J].环境科学学报,2008,28(8):1561-1570.(ZHAO Lei,YANG Fengle,WANG Junsong,et al.Characterization of storm-water pollutant sources in a combined sewer network[J].Acta Scientiae Circumstantiae,2008,28(8):1561-1570.(in Chinese))
[16] 李海燕,徐尚玲,黄延,等.合流制排水管道雨季出流污染负荷研究[J].环境科学学报,2013,33(9):2522-2530.(LI Haiyan,XU Shangling,HUANG Yan,et al.Pollution loading of overflow in combined drainage channels during rainy season[J].Acta Scientiae Circumstantiae,2013,33(9):2522-2530.(in Chinese))
[17] BOLLER M.Tracking heavy metals reveals sustainability deficits of urban drainage systems[J].Water Science and Technology,1997,35(9):77-87.
[18] CHIN A.Urban transformation of river landscapes in a global context[J].Geomorphology,2006,79(3/4):460-487.
[19] PUERTA J,SUAREZ J.Contaminant loads of CSOs at the wastewater treatment plant of a city in NW Spain[J].Urban Water,2002,4(3):291-299.
[20] SOONTHORNNONDA P,CHRISTENSEN E R.Source apportionment of pollutants and flows of combined sewer wastewater[J].Water Research,2008,42(8/9):1989-1998.
[21] GROMAIRE-MERTZ M C,CHEBBO G,SAADM.Origins and characteristics of urban wet weather pollution in combined sewer systems:the experimental urban catchment “Le Marais” in Paris[J].Water Science and Technology,1998,37(1):35-43.
[22] LEE J H,BANG K W.Characterization of urban stormwater runoff[J].Water research,2000,34(6):1773-1780.
[23] SZTRUHáR D,SOKá M,HOLIENIN A,et al.Comprehensive assessment of combined sewer overflows in Slovakia[J].Urban Water,2002,4(3):237-243.
[24] 李贺,李田.上海高密度居民区合流制系统雨天溢流水质研究[J].环境科学,2006,27(8):1565-9.(LI He,LI Tian.Study on the characteristics of combined sewer overflow from the high density residential area in shanghai[J].Chinese Journal of Environmental Science,2006,27(8):1565-1569.(in Chinese))
[25] ZHANG W,CHE W,LIU D K,et al.Characterization of runoff from various urban catchments at different spatial scales in Beijing,China[J].Water Science and Technology,2012,66(1):21-27.
[26] 杨逢乐,赵磊.合流制排水系统降雨径流污染物特征及初期冲刷效应[J].生态环境学报,2007,16(6):1627-1632.(YANG Fengle,ZHAO Lei.Pollutant characteristics and first flush effect of runoff in combined sewer system[J].Ecology and Environment,2007,16(6):1627-1632.(in Chinese))
[27] AL AUKIDY M,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,2017,607:483-496.
[28] MAC KENZIE W R,HOXIE N J,PROCTOR M E,et al.A massive outbreak in Milwaukee of Cryptosporidium infection transmitted through the public water supply[J].New England Journal of Medicine,1994,331(3):161-167.
[29] CAMPOS C J A,AVANT J,LOWTHER J,et al.Human norovirus in untreated sewage and effluents from primary,secondary and tertiary treatment processes[J].Water Research,2016,103:224-232.
[30] ELLIS J B.Pharmaceutical and personal care products (PPCPs) in urban receiving waters[J].Environmental Pollution,2006,144(1):184-189.
[31] LUO Y,GUO W,NGO H H,et al.A review on the occurrence of micropollutants in the aquatic environment and their fate and removal during wastewater treatment[J].Science of the Total Environment,2014,473:619-641.
[32] LAUNAY M A,DITTMER U,STEINMETZH.Organic micropollutants discharged by combined sewer overflows:characterisation of pollutant sources and stormwater-related processes[J].Water Research,2016,104:82-92.
[33] QUIJANO J,ZHU Zhenduo,MORALES V,et al.Three-dimensional model to capture the fate and transport of combined sewer overflow discharges:a case study in the Chicago Area Waterway System[J].Science of the Total Environment,2017,576:362-373.
[34] BERSINGER T,BAREILLE G,PIGOT T,et al.Online monitoring and conditional regression tree test:useful tools for a better understanding of combined sewer network behavior[J].Science of the Total Environment,2018,625:336-343.
[35] BJ?RKLUND K,BONDELIND M,KARLSSON A,et al.Hydrodynamic modelling of the influence of stormwater and combined sewer overflows on receiving water quality:Benzo(a)pyrene and copper risks to recreational water[J].Journal of Environmental Management,2018,207:32-42.
[36] ABDELLATIF M,ATHERTON W,ALKHADDAR R M,et al.Quantitative assessment of sewer overflow performance with climate change in northwest England[J].International Association of Scientific Hydrology Bulletin,2015,60(4):636-650.
[37] BARCO J,PAPIRI S,STENSTROM M K.First flush in a combined sewer system[J].Chemosphere,2008,71(5):827-833.
[38] XU Z,XIONG L,LI H,et al.Pollution characterization and source analysis of the wet weather discharges in storm drainages[J].Desalin Water Treat,2017,72:169-181.
[39] GOULDING R,JAYASURIYA N,HORAN E.A Bayesian network model to assess the public health risk associated with wet weather sewer overflows discharging into waterways[J].Water Research,2012,46(16):4933-4940.
[40] 赵庆豪.雨天合流制排水系统水质水量调查与分析[D].武汉:武汉理工大学,2013.
[41] EZZARO L,GRUM M.A generalised dynamic overflow risk assessment (DORA) for real time control of urban drainage systems[J].Journal of Hydrology,2014,515(13):292-303.
[42] 张智,魏婷,胡坚,等.合流制排水系统污水水质及悬浮物粒度分布特征研究[J].给水排水,2014(增刊1):185-189.(ZHANG Zhi,WEI Ting,HU Jian,et al.Study on water quality and particle size distribution characteristics of combined sewer system[J].Water & Wastewater Engineering,2014(Sup1):185-189.(in Chinese))
[43] 陈长太,徐贵泉.市政泵站雨天排放对黄浦江、苏州河水质的影响[J].水资源保护,2014,30(6):59-62.(CHEN Changtai,XU Guiquan.Influence of overflow discharge from municipal pumping statoin in rainy days on water quality of Huangpu River and Suzhou Creek[J].Water Resources Protection,2014,30(6):59-62.(in Chinese))
[44] BERSINGER T,BAREILLE G,PIGOT T,et al.Online monitoring and conditional regression tree test:useful tools for a better understanding of combined sewer network behavior[J].Science of the Total Environment,2018,625:336-343.
[45] BERSINGER T,LE HECHO I,BAREILLE G,et al.Assessment of erosion and sedimentation dynamic in a combined sewer network using online turbidity monitoring[J].Water Science and Technology,2015,72(8):1375-1382.
[46] 任玉芬,王效科,韩冰,等.城市不同下垫面的降水径流污染[J].生态学报,2005,25(12):3225-3230.(REN Yufen,WANG Xiaoke,HAN Bing,et al.Chemical analysis on stormwater-run off pollution of different underlying urban surfaces[J].Acta Ecologica Sinica,2005,25(12):3225-3230.(in Chinese))
[47] GROMAIRE-MERTZ M C,GARNAUD S,GONZALEZ A,et al.Characterisation of urban runoff pollution in Paris[J].Water Science & Technology,1999,39(2):1-8.
[48] HVITVED-JACOBSEN T.Urban and highway stormwater pollution:concepts and engineering[M].Boca Raton,Florida:CRC Press,2010.
[49] 刘燕,尹澄清,车伍,等.合流制溢流污水污染控制技术研究进展[J].给水排水,2009,35(增刊1):282-287.(LIU Yan YIN Chengqing,CHE Wu,et al.Research progress on the control technology of effluent pollution from combined effluent system[J].Water & Wastewater Engineering,2009,35(Sup1):282-287.(in Chinese))
[50] 刘保生.浅谈截流倍数[J].甘肃科技,2006,22(12):185.(LIU Baosheng.Analysis of interception ratio of combined system[J].Gansu Science and Technology,2006,22(12):185.(in Chinese))
[51] 徐一茗.合流制管道溢流的影响因素及其污染治理措施[J].山西建筑,2010,36(34):170-172.(XU Yiming.Influencing factors and pollution control measures on combined sewer overflows[J].Shanxi Architecture,2010,36(34):170-172.(in Chinese))
[52] 杨云安,管运涛,许光明,等.老城区不同功能区排水管道沉积物性质研究[J].给水排水,2011,37(9):159-162.(YANG Yun'an,GUAN Yuntao,XU Guangming,et al.Study on sediment properties of drainage pipes in different functional areas of old city[J].Water & Wastewater Engineering,2011,37(9):159-162.(in Chinese))
[53] 石山.西安市污水管网沉积物形成规律及影响因素研究[D].西安:西安建筑科技大学,2015.
[54] MICHELBACH S.Origin,resuspension and settling characteristics of solids transported in combined sewage[J].Water Science and Technology,1995,31(7):69-76.
[55] 廖朝轩,高爱国,黄恩浩.国外雨水管理对我国海绵城市建设的启示[J].水资源保护,2016,32(1):42-45.(LIAO Chaohsien,GAO Aiguo,HUANG Enhao.Enlightenment of rainwater management in foreign countries to sponge city construction in China[J].Water Resources Protection,2016,32(1):42-45.(in Chinese))
[56] 李俊奇,刘洋,车伍.发达国家雨水管理机制及政策[J].城乡建设,2011(8):75-6.(LI Junqi,LIU Yang,CHE Wu.Rainwater management mechanism and policy in developed countries[J].Urban and Rural Development,2011(8):75-76.(in Chinese))
[57] 仇保兴.海绵城市(LID)的内涵、途径与展望[J].建设科技,2015(1):1-7.(QIU Baoxing.The connotation,ways and prospects of LID[J].Construction Science and Technology,2015(1):1-7.(in Chinese))
[58] 吴丹洁,詹圣泽,李友华,等.中国特色海绵城市的新兴趋势与实践研究[J].中国软科学,2016(1):79-97.(WU Danjie,ZHAN Shengze,LI Youhua,et al.New trends and practical research on the sponge cities with chinese characteristics[J].China Soft Science,2016(1):79-97.(in Chinese))
[59] 夏军,石卫,王强,等.海绵城市建设中若干水文学问题的研讨[J].水资源保护,2017,33(1):1-8.(XIA Jun,SHI Wei,WANG Qiang,et al.Discussion of several hydrological issues regarding sponge city construction[J].Water Resources Protection,2017,33(1):1-8.(in Chinese))
[60] AHIABLAME L M,ENGEL B A,CHAUBEY I.Effectiveness of low impact development practices:literature review and suggestions for future research[J].Water Air & Soil Pollution,2012,223(7):4253-4273.
[61] WU J,CAO X,ZHAO J,et al.Performance of biofilter with a saturated zone for urban stormwater runoff pollution control:influence of vegetation type and saturation time[J].Ecological Engineering,2017,105:355-361.
[62] 蔡庆拟,陈志和,陈星,等.低影响开发措施的城市雨洪控制效果模拟[J].水资源保护,2017,33(2):31-36.(CAI Qingni,CHEN Zhihe,CHEN Xing,et al.Simulation of control efficiency of low impact development measures for urban stormwater[J].Water Resources Protection,2017,33(2):31-36.(in Chinese))
[63] 黄国如,王欣.基于城市雨洪模型的市政排水与水利排涝标准衔接研究[J].水资源保护,2017,33(2):1-5.(HUANG Guoru,WANG Xin.Study on standard syntaxis of urban drainage between pipe and river based on urban storm flood models[J].Water Resources Protection,2017,33(2):1-5.(in Chinese))
[64] SHAHSAVARI G,ARNAUD-FASSETTA G,CAMPISANO A.A field experiment to evaluate the cleaning performance of sewer flushing on non-uniform sediment deposits[J].Water Research,2017,118:59-69.
[65] 唐建国,曹飞,全洪福,等.德国排水管道状况介绍[J].给水排水,2003,29(5):4-9.(TANG Jianguo,CAO Fei,QUAN Hongfu,et al.Brief on german sewage system[J].Water & Wastewater Engineering,2003,29(5):4-9.(in Chinese))
[66] 王健,周玉文,刘嘉,等.雨水调蓄池在国内外应用简况[J].北京水务,2010(3):6-9.(WANG Jian,ZHOU Yuwen,LIU Jia,et al.Application of rainwater storage tanks at home and abroad[J].Beijing Water,2010(3):6-9.(in Chinese))
[67] 王建龙,黄涛,张萍萍,等.合流制溢流调蓄池污染控制研究进展[J].环境污染与防治,2015,37(8):85-89.(WANG Jianlong,HUANG Tao,ZHANG Pingping,et al.Research progress on combined sewer overflow stormwater storage tank for pollution control[J].Environmental Pollution and Control,2015,37(8):85-89.(in Chinese))
[68] PETRUCK A,CASSAR A,DETTMAR J.Advanced real time control of a combined sewer system[J].Water Science & Technology,1998,37(1):319-326.
[69] ALKHADDAR R M,HIGGINS P R,PHIPPS D A,et al.Residence time distribution of a model hydrodynamic vortex separator[J].Urban Water,2001,3(1/2):17-24.
[70] 吴春笃.城市合流管网溢流污染控制规划研究[M].镇江:江苏大学出版社,2014.
[71] 马倩倩,蔡欣,丁怡斐.旋流分离器在合流制溢流污染控制中的应用进展[J].绿色科技,2016(2):68-70.(MA Qianqian,CAI Xin,DING Yifei.The application progress of cyclone separator in the control of overflow pollution in combined flow control system[J].Journal of Green Science and Technology,2016(2):68-70.(in Chinese))
[72] LUYCKX G,VAES G,BERLAMONT J.Comparison between the separating efficiency of an improved high-side weir overflow and a hydrodynamic storm kingTM separator[J].Water Science & Technology,1999,39(9):177-184.
[73] SULLIVAN R H,URE J E,PARKINSON F,et al.Design manual:swirl and helical bend pollution control devices[R].Washington D C:EPA,1982.
[74] PISANO W C,BROMBACH H.Operational experience with vortex solids separators for combined sewer overflow (CSO) control[J].Waterence & Technology,2011,29:383-391.
[75] 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 & Technology,2014,69(10):2122-2131.
[76] COCK W D,BLOM P,VAES G,et al.The feasibility of flocculation in a storage sedimentation basin[J].Water Science & Technology,1999,39(2):75-83.
[77] 张力,张善发,周琪.化学强化一级处理工艺处理上海合流污水溢流水的中试研究[J].净水技术,2010,29(3):18-21.(ZHANG Li,ZHANG Shanfa,ZHOU Qi.Pilot scale experiment on chemically enhanced primary treatment (CEPT) for combined sewer overflows (CSOs) in Shanghai[J].Water Purification Technology,2010,29(3):18-21.(in Chinese))
[78] 邢丽贞,王恩革,常青霞.合流制污水溢流治理技术综述[J].山东建筑大学学报,2011,26(2):166-169.(XING Lizhen,WANG Enge,CHANG Qingxia.On the treatment technologies for combined sewer overflows[J].Journal of Shandong Jianzhu University,2011,26(2):166-169.(in Chinese))
[79] 谈文彦.CSO水质特征及磁絮凝最佳参数研究[D].武汉:华中科技大学,2013.
[80] TCHOBANOGLOUS G,BURTON F L,STENSEL H D.Wastewater engineering treatment and reuse[M].4th ed.Boston,US:McGraw-Hill Higher Education,2003:50-51.
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |