生物滞留设施净化城市面源污染研究进展
|
摘要
生物滞留设施是城市面源污染控制的有效措施之一。综合分析了生物滞留设施的结构、水文效应、污染物的去除机理及其影响因素。生物滞留设施能有效控制雨水径流量,削减径流峰值,降低径流中总悬浮固体(TSS)、颗粒物、重金属、有机污染物和致病菌等浓度,但对硝酸盐氮(NO_3~--N)和溶解态磷(DP)的去除不稳定。生物滞留设施主要通过沉淀、过滤、吸附、离子交换、植物吸收和生物降解等作用去除污染物。影响污染物去除及径流量削减的因素包括植物种类、填料组成、深度与渗透系数、碳源。较长的雨前干燥期会导致NO_3~--N浓度增加,厌氧区的设置可以降低NO_3~--N浓度。生物滞留设施结构设计和运行维护还有待进一步研究和优化。
Bioretention is one of the effective measures to control urban non-point source pollutions.A synthetic analysis of its structure,hydrologic effects,purification mechanisms and influence factors was presented.Bioretention can mitigate the stormwater and peak flow volume.It can effectively reduce the concentration of total suspended solids,particulate matter,heavy metals,organic pollutants and pathogens in stormwater runoff,but the removal of nitrate nitrogen and dissolved phosphorus is not stable.Bioretention facilities remove pollutants mainly through precipitation,filtration,adsorption,ion exchange,plant absorption and biodegradation.The removal of pollutants and reduction of stormwater volume are influenced by plant species,filler composition,depth,hydraulic conductivity and carbon addition.A long drying period will increase the nitrate concentration and setting internal water storage can reduce nitrate concentration.The structural design,operation and maintenance need to be further studied and optimized.
Bioretention is one of the effective measures to control urban non-point source pollutions.A synthetic analysis of its structure,hydrologic effects,purification mechanisms and influence factors was presented.Bioretention can mitigate the stormwater and peak flow volume.It can effectively reduce the concentration of total suspended solids,particulate matter,heavy metals,organic pollutants and pathogens in stormwater runoff,but the removal of nitrate nitrogen and dissolved phosphorus is not stable.Bioretention facilities remove pollutants mainly through precipitation,filtration,adsorption,ion exchange,plant absorption and biodegradation.The removal of pollutants and reduction of stormwater volume are influenced by plant species,filler composition,depth,hydraulic conductivity and carbon addition.A long drying period will increase the nitrate concentration and setting internal water storage can reduce nitrate concentration.The structural design,operation and maintenance need to be further studied and optimized.
引文
[1] US Environmental Protention Agency. National management measures to control nonpoint source pollution from urban areas[R]. Washington DC:Agency Office of Water. United States Environmental Protection,2005.
[2] DAVIS A P,HUNT W F,TRAVER R G,et al. Bioretention technology:overview of current practice and future needs[J].Journal of Environmental Engineering,2009,135(3):109-117.
[3]住房和城乡建设部.海绵城市建设技术指南:低影响开发雨水系统构建(试行)[M].北京:中国建筑工业出版社,2015.
[4]朱志强.改良型生物滞留池对雨水径流中污染物去除效果的研究[D].西安:长安大学,2017.
[5] WINSTON R J,DORSEY J D,HUNT W F. Quantifying volume reduction and peak flow mitigation for three bioretention cells in clay soils in northeast Ohio[J]. Science of the Total Environment,2016,553:83-95.
[6] SHRESTHA P. Effects of different soil media,vegetation,and hydrologic treatments on nutrient and sediment removal in roadside bioretention systems[J]. Ecological Engineering,2018,112:116-131.
[7] ROYPOIRIER A,CHAMPAGNE P,FILION Y. Review of bioretention system research and design:past,present,and future[J]. Journal of Environmental Engineering,2010,136(9):878-889.
[8] COUSTUMER S L,FLETCHER T D,DELETIC A,et al. The influence of design parameters on clogging of stormwater biofilters:a large-scale column study[J]. Water Research,2012,46(20):6743-6752.
[9] BROWN R A,HUNT W F. Improving bioretention/biofiltration performance with restorative maintenance[J]. Water Science&Technology,2012,65(2):361-367.
[10] LUCKE T,NICHOLS P W B. The pollution removal and stormwater reduction performance of street-side bioretention basins after ten years in operation[J]. Science of the Total Environment,2015,536:784-792.
[11]仇付国,王珂,于栋,等.沸石改良雨水生物滞留系统去除污染物研究[J].环境科学与技术,2018,41(3):124-129.QIU F G,WANG K,YU D,et al. Study on removal of pollutants by zeolite modified bioretention system[J]. Environmental Science&Technology,2018,41(3):124-129.
[12] DAVIS A P,SHOKOUHIAN M,SHARMA H,et al. Water quality improvement through bioretention media:nitrogen and phosphorus removal[J]. Water Environment Research,2006,78(3):284-93.
[13] LI L Q,DAVIS A P. Urban stormwater runoff nitrogen composition and fate in bioretention systems[J]. Environmental Science&Technology,2014,48(6):3403-3410.
[14] CHEN X,PELTIER E,STURM B S,et al. Nitrogen removal and nitrifying and denitrifying bacteria quantification in a stormwater bioretention system[J]. Water Research,2013,47(4):1691-1700.
[15] LIU J Y,DAVIS A P. Phosphorus speciation and treatment using enhanced phosphorus removal bioretention[J]. Environmental Science&Technology,2014,48(1):607-614.
[16] LI J K,DAVIS A P. A unified look at phosphorus treatment using bioretention[J]. Water Research,2016,90(86):141-155.
[17] LEFEVRE G H,PAUS K H,NATARAJIAN P,et al. Review of dissolved pollutants in urban storm water and their removal and fate in bioretention cells[J]. Journal of Environmental Engineering,2015,141(1):1-23.
[18]钱佳欢,滕俊伟,张海平.生物滞留设施去除模拟道路径流中典型重金属的中试[J].净水技术,2016,35(1):88-91.QIAN J H,TENG J W,ZHANG H P. Pilot test of removal of typical heavy metals in simulated road runoff by bioretention facilities[J]. Water Purification Technology,2016,35(1):88-91.
[19] BJORKLUND K,LI L. Removal of organic contaminants in bioretention medium amended with activated carbon from sewage sludge[J]. Environmental Science&Pollution Research,2017,24(23):1-14.
[20]李平,王晟.生物滞留技术控制城市面源污染的作用与机理[J].环境工程,2014,32(3):75-79.LI P,WANG S. Effect and mechanism of bioretention technology for urban non-point source pollutions control[J]. Environmental Engineering,2014,32(3):75-79.
[21] DAVID N,LEATHERBARROW J E,YEE D,et al. Removal efficiencies of a bioretention system for trace metals,PCBs,PAHs,and dioxins in a semiarid environment[J]. Journal of Environmental Engineering,2014,141(6):04014092-1-04014092-8.
[22] LAU A Y T,TSANG D C W,GRAHAM N J D,et al. Surfacemodified biochar in a bioretention system for Escherichia coli,removal from stormwater[J]. Chemosphere,2017,169:89-98.
[23]张军,张松,柏双友,等.生物滞留系统的水文效应与污染物的去除研究[J].环境工程,2015,33(8):17-21.ZHANG J,ZHANG S,BAI S Y,et al. Study on hydrological effects and pollutant removal of bioretention systems[J].Environmental Engineering,2015,33(8):17-21.
[24]罗红梅,车伍,李俊奇,等.雨水花园在雨洪控制与利用中的应用[J].中国给水排水,2008,24(6):48-52.LUO H M,CHE W,LI J Q,et al. Application of rainwater garden to storm and flood control and utilization[J]. China Water&Wastewater,2008,24(6):48-52.
[25]天津市海绵城市建设技术导则[A].天津:天津市城乡建设委员会,2016.
[26]浙江省海绵城市规划设计导则(试行)[A].杭州:浙江省住房和城乡建设厅,2016.
[27]海南省海绵城市规划设计导则(试行)[A].海口:海南省住房和城乡建设厅,2017.
[28] ZHANG Z,RENGEL Z,LIAGHATI T,et al. Influence of plant species and submerged zone with carbon addition on the removal of metals by stormwater biofilters[J]. Desalination&Water Treatment,2014,52(22/23/24):4282-4291.
[29]陈垚,任萍萍,张彩,等.生物滞留系统中植物去除氮素机理及影响因素[J].环境科学与技术,2017,40(增刊2):85-90.CHEN Y,REN P P,ZHANG C,et al. Mechanism of removing nitrogen by plants and influencing factors in bioretention system[J]. Environmental Science&Technology,2017,40(Suppl 2):85-90.
[30] HUNT W F,LORD B,LOH B,et al. Plant selection for bioretention systems and stormwater treatment practices[M].Singapore:Springer Singapore,2015.
[31]马超.人工湿地填料基质筛选[D].天津:天津大学,2012:6-7.
[32] O'NEILL S W,DAVIS A P,STRUCK S,et al. Analysis of bioretention media specifications and relationships to overall performance[C]//World Environmental and Water Resources Congress. Massachusetts:American Society of Civil Engineers,2010:1-9.
[33]高晓丽,张书函,肖娟,等.雨水生物滞留设施中填料的研究进展[J].中国给水排水,2015,31(20):17-21.GAO X L,ZHANG S H,XIAO J,et al. Research development of filter media in stormwater bioretention facilities[J]. China Water&Wastewater,2015,31(20):17-21.
[34] HALIM A A,AZIZ H A,JOHARI M A M,et al. Comparison study of ammonia and COD adsorption on zeolite,activated carbon and composite materials in landfill leachate treatment[J].Desalination,2010,262(1):31-35.
[35] REDDY K R,XIE T,DASTGHEIBI S. Adsorption of mixtures of nutrients and heavy metals in simulated urban stormwater by different filter materials[J]. Environmental Letters,2014,49(5):524-39.
[36] COUSTUMER S L,FLETCHER T D,DELETIC A,et al.Hydraulic performance of biofilter systems for stormwater management:influences of design and operation[J]. Journal of Hydrology,2009,376(1):16-23.
[37] LI M H,SWAPP M,KIM M H,et al. Comparing bioretention designs with and without an internal water storage layer for treating highway runoff[J]. Water Environment Research,2014,86(5):387-397.
[38] AFROOZ A R M N,BOEHM A B. Effects of submerged zone,media aging,and antecedent dry period on the performance of biochar-amended biofilters in removing fecal indicators and nutrients from natural stormwater[J]. Ecological Engineering,2017,102:320-330.
[39]刘靖文.带有淹没区的生物滞留池优化设计与运行研究[D].南京:东南大学,2015.
[40]仇付国,代一帆,付昆明,等.生物滞留系统设置内部淹没区对径流污染物去除的影响[J].环境工程,2017,35(7):7-12.QIU F G,DAI Y F,FU K M,et al. Impact of a submerged zone on pollutants removal in WTR-modified bioretention[J].Environmental Engineering,2017,35(7):7-12.
[41]颜子钦,李立青,刘雨情,等.设置饱和带对生物滞留去除地表径流中N、P的影响[J].中国给水排水,2017,33(11):33-38.YAN Z Q,LI L Q,LIU Y Q,et al. Removal of dissolved nitrogen and phosphorus in urban stormwater by bioretention cell incorporated a submerged zone[J]. China Water&Wastewater,2017,33(11):33-38.
[42]王晓璐,左剑恶,干里里,等.复合填料生物渗滤系统处理城市雨水径流的研究[J].环境科学,2015,36(7):2518-2524.WANG X L,ZUO J E,GAN L L,et al. Treatment of urban runoff pollutants by a multilayer biofiltration system[J]. Environmental Science,2015,36(7):2518-2524.
[43]李立青,胡楠,刘雨情,等. 3种生物滞留设计对城市地表径流溶解性氮的去除作用[J].环境科学,2017,38(5):1881-1888.LI L Q,HU N,LIU Y Q,et al. Effects of three bioretention configurations on dissolved nitrogen removal from urban stormwater[J]. Environmental Science,2017,38(5):1881-1888.
[2] DAVIS A P,HUNT W F,TRAVER R G,et al. Bioretention technology:overview of current practice and future needs[J].Journal of Environmental Engineering,2009,135(3):109-117.
[3]住房和城乡建设部.海绵城市建设技术指南:低影响开发雨水系统构建(试行)[M].北京:中国建筑工业出版社,2015.
[4]朱志强.改良型生物滞留池对雨水径流中污染物去除效果的研究[D].西安:长安大学,2017.
[5] WINSTON R J,DORSEY J D,HUNT W F. Quantifying volume reduction and peak flow mitigation for three bioretention cells in clay soils in northeast Ohio[J]. Science of the Total Environment,2016,553:83-95.
[6] SHRESTHA P. Effects of different soil media,vegetation,and hydrologic treatments on nutrient and sediment removal in roadside bioretention systems[J]. Ecological Engineering,2018,112:116-131.
[7] ROYPOIRIER A,CHAMPAGNE P,FILION Y. Review of bioretention system research and design:past,present,and future[J]. Journal of Environmental Engineering,2010,136(9):878-889.
[8] COUSTUMER S L,FLETCHER T D,DELETIC A,et al. The influence of design parameters on clogging of stormwater biofilters:a large-scale column study[J]. Water Research,2012,46(20):6743-6752.
[9] BROWN R A,HUNT W F. Improving bioretention/biofiltration performance with restorative maintenance[J]. Water Science&Technology,2012,65(2):361-367.
[10] LUCKE T,NICHOLS P W B. The pollution removal and stormwater reduction performance of street-side bioretention basins after ten years in operation[J]. Science of the Total Environment,2015,536:784-792.
[11]仇付国,王珂,于栋,等.沸石改良雨水生物滞留系统去除污染物研究[J].环境科学与技术,2018,41(3):124-129.QIU F G,WANG K,YU D,et al. Study on removal of pollutants by zeolite modified bioretention system[J]. Environmental Science&Technology,2018,41(3):124-129.
[12] DAVIS A P,SHOKOUHIAN M,SHARMA H,et al. Water quality improvement through bioretention media:nitrogen and phosphorus removal[J]. Water Environment Research,2006,78(3):284-93.
[13] LI L Q,DAVIS A P. Urban stormwater runoff nitrogen composition and fate in bioretention systems[J]. Environmental Science&Technology,2014,48(6):3403-3410.
[14] CHEN X,PELTIER E,STURM B S,et al. Nitrogen removal and nitrifying and denitrifying bacteria quantification in a stormwater bioretention system[J]. Water Research,2013,47(4):1691-1700.
[15] LIU J Y,DAVIS A P. Phosphorus speciation and treatment using enhanced phosphorus removal bioretention[J]. Environmental Science&Technology,2014,48(1):607-614.
[16] LI J K,DAVIS A P. A unified look at phosphorus treatment using bioretention[J]. Water Research,2016,90(86):141-155.
[17] LEFEVRE G H,PAUS K H,NATARAJIAN P,et al. Review of dissolved pollutants in urban storm water and their removal and fate in bioretention cells[J]. Journal of Environmental Engineering,2015,141(1):1-23.
[18]钱佳欢,滕俊伟,张海平.生物滞留设施去除模拟道路径流中典型重金属的中试[J].净水技术,2016,35(1):88-91.QIAN J H,TENG J W,ZHANG H P. Pilot test of removal of typical heavy metals in simulated road runoff by bioretention facilities[J]. Water Purification Technology,2016,35(1):88-91.
[19] BJORKLUND K,LI L. Removal of organic contaminants in bioretention medium amended with activated carbon from sewage sludge[J]. Environmental Science&Pollution Research,2017,24(23):1-14.
[20]李平,王晟.生物滞留技术控制城市面源污染的作用与机理[J].环境工程,2014,32(3):75-79.LI P,WANG S. Effect and mechanism of bioretention technology for urban non-point source pollutions control[J]. Environmental Engineering,2014,32(3):75-79.
[21] DAVID N,LEATHERBARROW J E,YEE D,et al. Removal efficiencies of a bioretention system for trace metals,PCBs,PAHs,and dioxins in a semiarid environment[J]. Journal of Environmental Engineering,2014,141(6):04014092-1-04014092-8.
[22] LAU A Y T,TSANG D C W,GRAHAM N J D,et al. Surfacemodified biochar in a bioretention system for Escherichia coli,removal from stormwater[J]. Chemosphere,2017,169:89-98.
[23]张军,张松,柏双友,等.生物滞留系统的水文效应与污染物的去除研究[J].环境工程,2015,33(8):17-21.ZHANG J,ZHANG S,BAI S Y,et al. Study on hydrological effects and pollutant removal of bioretention systems[J].Environmental Engineering,2015,33(8):17-21.
[24]罗红梅,车伍,李俊奇,等.雨水花园在雨洪控制与利用中的应用[J].中国给水排水,2008,24(6):48-52.LUO H M,CHE W,LI J Q,et al. Application of rainwater garden to storm and flood control and utilization[J]. China Water&Wastewater,2008,24(6):48-52.
[25]天津市海绵城市建设技术导则[A].天津:天津市城乡建设委员会,2016.
[26]浙江省海绵城市规划设计导则(试行)[A].杭州:浙江省住房和城乡建设厅,2016.
[27]海南省海绵城市规划设计导则(试行)[A].海口:海南省住房和城乡建设厅,2017.
[28] ZHANG Z,RENGEL Z,LIAGHATI T,et al. Influence of plant species and submerged zone with carbon addition on the removal of metals by stormwater biofilters[J]. Desalination&Water Treatment,2014,52(22/23/24):4282-4291.
[29]陈垚,任萍萍,张彩,等.生物滞留系统中植物去除氮素机理及影响因素[J].环境科学与技术,2017,40(增刊2):85-90.CHEN Y,REN P P,ZHANG C,et al. Mechanism of removing nitrogen by plants and influencing factors in bioretention system[J]. Environmental Science&Technology,2017,40(Suppl 2):85-90.
[30] HUNT W F,LORD B,LOH B,et al. Plant selection for bioretention systems and stormwater treatment practices[M].Singapore:Springer Singapore,2015.
[31]马超.人工湿地填料基质筛选[D].天津:天津大学,2012:6-7.
[32] O'NEILL S W,DAVIS A P,STRUCK S,et al. Analysis of bioretention media specifications and relationships to overall performance[C]//World Environmental and Water Resources Congress. Massachusetts:American Society of Civil Engineers,2010:1-9.
[33]高晓丽,张书函,肖娟,等.雨水生物滞留设施中填料的研究进展[J].中国给水排水,2015,31(20):17-21.GAO X L,ZHANG S H,XIAO J,et al. Research development of filter media in stormwater bioretention facilities[J]. China Water&Wastewater,2015,31(20):17-21.
[34] HALIM A A,AZIZ H A,JOHARI M A M,et al. Comparison study of ammonia and COD adsorption on zeolite,activated carbon and composite materials in landfill leachate treatment[J].Desalination,2010,262(1):31-35.
[35] REDDY K R,XIE T,DASTGHEIBI S. Adsorption of mixtures of nutrients and heavy metals in simulated urban stormwater by different filter materials[J]. Environmental Letters,2014,49(5):524-39.
[36] COUSTUMER S L,FLETCHER T D,DELETIC A,et al.Hydraulic performance of biofilter systems for stormwater management:influences of design and operation[J]. Journal of Hydrology,2009,376(1):16-23.
[37] LI M H,SWAPP M,KIM M H,et al. Comparing bioretention designs with and without an internal water storage layer for treating highway runoff[J]. Water Environment Research,2014,86(5):387-397.
[38] AFROOZ A R M N,BOEHM A B. Effects of submerged zone,media aging,and antecedent dry period on the performance of biochar-amended biofilters in removing fecal indicators and nutrients from natural stormwater[J]. Ecological Engineering,2017,102:320-330.
[39]刘靖文.带有淹没区的生物滞留池优化设计与运行研究[D].南京:东南大学,2015.
[40]仇付国,代一帆,付昆明,等.生物滞留系统设置内部淹没区对径流污染物去除的影响[J].环境工程,2017,35(7):7-12.QIU F G,DAI Y F,FU K M,et al. Impact of a submerged zone on pollutants removal in WTR-modified bioretention[J].Environmental Engineering,2017,35(7):7-12.
[41]颜子钦,李立青,刘雨情,等.设置饱和带对生物滞留去除地表径流中N、P的影响[J].中国给水排水,2017,33(11):33-38.YAN Z Q,LI L Q,LIU Y Q,et al. Removal of dissolved nitrogen and phosphorus in urban stormwater by bioretention cell incorporated a submerged zone[J]. China Water&Wastewater,2017,33(11):33-38.
[42]王晓璐,左剑恶,干里里,等.复合填料生物渗滤系统处理城市雨水径流的研究[J].环境科学,2015,36(7):2518-2524.WANG X L,ZUO J E,GAN L L,et al. Treatment of urban runoff pollutants by a multilayer biofiltration system[J]. Environmental Science,2015,36(7):2518-2524.
[43]李立青,胡楠,刘雨情,等. 3种生物滞留设计对城市地表径流溶解性氮的去除作用[J].环境科学,2017,38(5):1881-1888.LI L Q,HU N,LIU Y Q,et al. Effects of three bioretention configurations on dissolved nitrogen removal from urban stormwater[J]. Environmental Science,2017,38(5):1881-1888.
© 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 |