垃圾渗滤液膜过滤浓缩液处理技术研究进展
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摘要
卫生填埋是我国现阶段生活垃圾的主要处理方式,在填埋过程中会不断的产生成分复杂、污染物浓度高的垃圾渗滤液。以纳滤和反渗透为主的膜技术在垃圾渗滤液处理方面已被国内外广泛应用,但膜分离过程会产生污染性极强的浓缩液,该浓缩液的处理已成为行业内的一大难题。文章归纳了目前研究和应用较多的几种典型浓缩液处理技术,并对各种技术进行了分析和总结。
Landfill is the main way of garbage disposal in China at present stage. The process of landfill for garbage disposal can continuously produce a kind of highly concentrated organic wastewater with complicated components. For meeting the higher state standards for landfill leachate discharge, the membrane separation technology for landfill leachate, represented by nano-filtration and reverse osmosis, has widely been used at home and abroad. But huge amount of concentrated landfill leachate which contains higher concentration of pollutants were generated during membrane separation process. Thus the disposal of concentrated landfill leachate has become a problem. The paper described several technologies has been a hot area of research at present for concentrated landfill leachate treatment, and analysis summarized these technologies respectively.
Landfill is the main way of garbage disposal in China at present stage. The process of landfill for garbage disposal can continuously produce a kind of highly concentrated organic wastewater with complicated components. For meeting the higher state standards for landfill leachate discharge, the membrane separation technology for landfill leachate, represented by nano-filtration and reverse osmosis, has widely been used at home and abroad. But huge amount of concentrated landfill leachate which contains higher concentration of pollutants were generated during membrane separation process. Thus the disposal of concentrated landfill leachate has become a problem. The paper described several technologies has been a hot area of research at present for concentrated landfill leachate treatment, and analysis summarized these technologies respectively.
引文
[1]川北.生态环保部发布《2018年全国大、中城市固体废物污染环境防治年报》综合利用已成为我国工业固体废物处理主要途径[J].中国轮胎资源综合利用,2018(12):10-13.
[2]Wang H,Wang Y N,Li X,et al.Removal of humic substances from reverse osmosis(RO)and nanofiltration(NF)concentrated leachate using continuously ozone generation-reaction treatment equipment[J].Waste Management,2016,56:271-279.
[3]Renou S,Givaudan J G,Poulain S,et al.Landfill leachate treatment:Review and opportunity[J].Journal of Hazardous Materials,2008,150(3):468-493.
[4]Seo D J,Kim Y J,Ham S Y,et al.Characterization of dissolved organic matter in leachate discharged from final disposal sites which contained municipal solid waste incineration residues[J].Journal of Hazardous Materials,2007,148(3):679-692.
[5]中华人民共和国环保部.生活垃圾填埋场渗滤液处理工程技术规范编制说明.2008.
[6]Li G,Wang W,Du Q.Applicability of nanofiltration for the advanced treatment of landfill leachate[J].Technology of Water Treatment,2010,116(4):0-0.
[7]Wahabmohammad D A,NidalHilal,Yingpei L.Treatment of Landfill Leachate Wastewater by Nanofiltration Membrane[J].International Journal of Green Energy,2004,1(2):13.
[8]Trebouet D,Schlumpf J P,Jaouen P,et al.Stabilized landfill leachate treatment by combined physicochemical-nanofiltration processes[J].Water Research,2001,35(12):2935-2942.
[9]Bart V D B,Lejon L,Vandecasteele C.Reuse,Treatment,and Discharge of the Concentrate of Pressure-Driven Membrane Processes[J].Environmental Science&Technology,2003,37(17):3733-3738.
[10]Paolo S Calabrò,Sbaffoni S,Orsi S,et al.The landfill reinjection of concentrated leachate:Findings from a monitoring study at an Italian site[J].Journal of Hazardous Materials,2010,181(1-3):962-968.
[11]Zhang Q Q,Tian B H,Zhang X,et al.Investigation on characteristics of leachate and concentrated leachate in three landfill leachate treatment plants[J].Waste Management,2013,33(11):2277-2286.
[12]刘研萍,李秀金,王宝贞,et al.渗滤液的反渗透浓缩液回灌研究[J].环境工程,2008,26(4):89-93.
[13]Abbas A A,Jingsong G,Ping L Z,et al.Review on landfill leachate treatments[J].American Journal of Applied Sciences,2009,6(4):672-684.
[14]Robinson A H.Landfill leachate treatment[J].Membrane Technology,2011,2005(6):6-12.
[15]Talalaj I A,Biedka P.Impact of concentrated leachate recirculation on effectiveness of leachate treatment by reverse osmosis[J].Ecological Engineering,2015,85:185-192.
[16]Wend C F,Stewart P S,Jones W,et al.Pretreatment for membrane water treatment systems:a laboratory study[J].Water research,2003,37(14):3367-3378.
[17]Ameen E S M,Muyibi S A,Abdulkarim M I.Microfiltration of pretreated sanitary landfill leachate[J].The Environmentalist,2011,31(3):208-215.
[18]张皓贞,张超杰,张莹,等.垃圾渗滤液膜过滤浓缩液处理的研究进展[J].工业水处理,2015,35(11):9-13.
[19]徐辉,蔡斌,周俊,等.垃圾渗滤液膜浓缩液处理进展[J].给水排水,2017(S1):9-11.
[20]安瑾.浸没燃烧蒸发处理垃圾焚烧厂RO浓缩液[A].《环境工程》编委会、工业建筑杂志社有限公司.《环境工程》2018年全国学术年会论文集(下册)[C].《环境工程》编委会、工业建筑杂志社有限公司:《环境工程》编辑部,2018:5.
[21]邹浪.MVC蒸发工艺处理拉圾渗滤液的生产性试验研究[D].长沙:湖南大学,2012.
[22]褚贵祥,邹琳.垃圾焚烧发电厂渗滤液NF浓缩液蒸发处理的试验研究[J].黑龙江电力,2014,36(6):554-556.
[23]关键.垃圾渗滤液反渗透浓缩液的蒸发浓缩试验研究[D].西南交通大学,2017.
[24]杨振宁,卫威.UV-Fenton、Fenton和O3氧化法处理垃圾渗滤液反渗透膜浓缩液的对比研究[J].环境工程学报,2016,10(07):3853-3858.
[25]Labiadh L,Fernandes A,Ciríaco L,et al.Electrochemical treatment of concentrate from reverse osmosis of sanitary landfill leachate[J].Journal of environmental management,2016,181:515-521.
[26]Boumechhour F,Rabah K,Lamine C,et al.Treatment of landfill leachate using Fenton process and coagulation/flocculation[J].Water&Environment Journal,2013,27(1):114-119.
[27]刘占孟,徐礼春,赵杰峰,等.新型高级氧化技术处理垃圾渗滤液的研究进展[J].水处理技术,2018(1):7-12.
[28]Wang H,Li X,Hao Z,et al.Transformation of dissolved organic matter in concentrated leachate from nanofiltration during ozone-based oxidation processes(O3,O3/H2O2 and O3/UV)[J].Journal of environmental management,2017,191:244-251.
[29]Xu J,Long Y,Shen D,et al.Optimization of Fenton treatment process for degradation of refractory organics in pre-coagulated leachate membrane concentrates[J].Journal of Hazardous Materials,2017,323(B):674-680.
[30]王云海,张瑞娜,楼紫阳,等.Fenton氧化处理垃圾膜滤浓缩液[J].环境化学,2017,36(05):1104-1111.
[31]唐国卿,邱家洲,沈燕,等.臭氧高级氧化组合技术处理垃圾渗滤液浓缩液[J].中国给水排水,2016(8):88-91.
[32]MustafaBalkan,GünayKocasoy.Industrial Sludge Solidification by Using Clinoptilolite[J].Environmental Letters,2004,39(4):10.
[33]蒋建国,王伟.危险废物稳定化/固化技术的现状与发展[J].环境科学进展,1998(1):55-62.
[34]Hunce S Y,Akgul D,Demir G,et al.Solidification/stabilization of landfill leachate concentrate using different aggregate materials[J].Waste Management,2012,32(7).
[35]李月中,乐晨,王庆国,等.蒸发-固化法处理垃圾渗滤液反渗透浓缩液的研究[J].环境科技,2015(2):10-12.
[36]Peters T A.Purification of landfill leachate with membrane filtration[J].Filtration and Separation,1998,35(1):0-36.
[37]Bart V D B,Lejon L,Vandecasteele C.Reuse,Treatment,and Discharge of the Concentrate of Pressure-Driven Membrane Processes[J].Environmental Science&Technology,2003,37(17):3733-3738.
[38]郭冏.渗沥液回喷焚烧炉的可行性探讨[J].环境卫生工程,2013,21(4):22-23.
[39]王志强.垃圾焚烧厂渗沥液回喷处理技术的实炉应用[J].绿色科技,2017(24):61-63.
[40]管锡珺,赵亚鹏,智雪娇,等.垃圾填埋场反渗透浓缩液回喷至附近垃圾焚烧厂焚烧研究[J].环境工程,2016,34(5):123-125.
[41]Yang B,Zhang L,Lee Y,et al.Novel bioevaporation process for the zero-discharge treatment of highly concentrated organic wastewater[J].Water Research,2013,47(15):5678-5689.
[42]杨金明,杨卉,李绪坤,等.高浓度有机废水生物蒸发处理技术及展望[J].工业水处理,2017(06):11-16.
[43]Yang B,Jahng D.Optimization of Food Waste Bioevaporation Process Using Response Surface Methodology[J].Drying Technology,2015,33(10):1188-1198.
[44]Yang B,Jahng D.Repeated Batch-Fed Bioevaporation of Food Waste Using Biofilm-Developed Sponge[J].Drying Technology,2016,34(1):76-90.
[45]杨卉,杨本芹,杨金明,等.垃圾渗滤液两级DTRO浓缩液生物蒸发处理研究[J].中国环境科学,2017,37(09):3437-3445.
[46]Yang B,Yang J,Yang H,et al.Co-bioevaporation treatment of concentrated landfill leachate with addition of food waste[J].Biochemical Engineering Journal,2018,130:76-82.
[47]潘学军,杨本芹,杨金明,杨卉.一种滚筒式生物蒸发装置[P].云南:CN205328691U,2016-06-22.
[2]Wang H,Wang Y N,Li X,et al.Removal of humic substances from reverse osmosis(RO)and nanofiltration(NF)concentrated leachate using continuously ozone generation-reaction treatment equipment[J].Waste Management,2016,56:271-279.
[3]Renou S,Givaudan J G,Poulain S,et al.Landfill leachate treatment:Review and opportunity[J].Journal of Hazardous Materials,2008,150(3):468-493.
[4]Seo D J,Kim Y J,Ham S Y,et al.Characterization of dissolved organic matter in leachate discharged from final disposal sites which contained municipal solid waste incineration residues[J].Journal of Hazardous Materials,2007,148(3):679-692.
[5]中华人民共和国环保部.生活垃圾填埋场渗滤液处理工程技术规范编制说明.2008.
[6]Li G,Wang W,Du Q.Applicability of nanofiltration for the advanced treatment of landfill leachate[J].Technology of Water Treatment,2010,116(4):0-0.
[7]Wahabmohammad D A,NidalHilal,Yingpei L.Treatment of Landfill Leachate Wastewater by Nanofiltration Membrane[J].International Journal of Green Energy,2004,1(2):13.
[8]Trebouet D,Schlumpf J P,Jaouen P,et al.Stabilized landfill leachate treatment by combined physicochemical-nanofiltration processes[J].Water Research,2001,35(12):2935-2942.
[9]Bart V D B,Lejon L,Vandecasteele C.Reuse,Treatment,and Discharge of the Concentrate of Pressure-Driven Membrane Processes[J].Environmental Science&Technology,2003,37(17):3733-3738.
[10]Paolo S Calabrò,Sbaffoni S,Orsi S,et al.The landfill reinjection of concentrated leachate:Findings from a monitoring study at an Italian site[J].Journal of Hazardous Materials,2010,181(1-3):962-968.
[11]Zhang Q Q,Tian B H,Zhang X,et al.Investigation on characteristics of leachate and concentrated leachate in three landfill leachate treatment plants[J].Waste Management,2013,33(11):2277-2286.
[12]刘研萍,李秀金,王宝贞,et al.渗滤液的反渗透浓缩液回灌研究[J].环境工程,2008,26(4):89-93.
[13]Abbas A A,Jingsong G,Ping L Z,et al.Review on landfill leachate treatments[J].American Journal of Applied Sciences,2009,6(4):672-684.
[14]Robinson A H.Landfill leachate treatment[J].Membrane Technology,2011,2005(6):6-12.
[15]Talalaj I A,Biedka P.Impact of concentrated leachate recirculation on effectiveness of leachate treatment by reverse osmosis[J].Ecological Engineering,2015,85:185-192.
[16]Wend C F,Stewart P S,Jones W,et al.Pretreatment for membrane water treatment systems:a laboratory study[J].Water research,2003,37(14):3367-3378.
[17]Ameen E S M,Muyibi S A,Abdulkarim M I.Microfiltration of pretreated sanitary landfill leachate[J].The Environmentalist,2011,31(3):208-215.
[18]张皓贞,张超杰,张莹,等.垃圾渗滤液膜过滤浓缩液处理的研究进展[J].工业水处理,2015,35(11):9-13.
[19]徐辉,蔡斌,周俊,等.垃圾渗滤液膜浓缩液处理进展[J].给水排水,2017(S1):9-11.
[20]安瑾.浸没燃烧蒸发处理垃圾焚烧厂RO浓缩液[A].《环境工程》编委会、工业建筑杂志社有限公司.《环境工程》2018年全国学术年会论文集(下册)[C].《环境工程》编委会、工业建筑杂志社有限公司:《环境工程》编辑部,2018:5.
[21]邹浪.MVC蒸发工艺处理拉圾渗滤液的生产性试验研究[D].长沙:湖南大学,2012.
[22]褚贵祥,邹琳.垃圾焚烧发电厂渗滤液NF浓缩液蒸发处理的试验研究[J].黑龙江电力,2014,36(6):554-556.
[23]关键.垃圾渗滤液反渗透浓缩液的蒸发浓缩试验研究[D].西南交通大学,2017.
[24]杨振宁,卫威.UV-Fenton、Fenton和O3氧化法处理垃圾渗滤液反渗透膜浓缩液的对比研究[J].环境工程学报,2016,10(07):3853-3858.
[25]Labiadh L,Fernandes A,Ciríaco L,et al.Electrochemical treatment of concentrate from reverse osmosis of sanitary landfill leachate[J].Journal of environmental management,2016,181:515-521.
[26]Boumechhour F,Rabah K,Lamine C,et al.Treatment of landfill leachate using Fenton process and coagulation/flocculation[J].Water&Environment Journal,2013,27(1):114-119.
[27]刘占孟,徐礼春,赵杰峰,等.新型高级氧化技术处理垃圾渗滤液的研究进展[J].水处理技术,2018(1):7-12.
[28]Wang H,Li X,Hao Z,et al.Transformation of dissolved organic matter in concentrated leachate from nanofiltration during ozone-based oxidation processes(O3,O3/H2O2 and O3/UV)[J].Journal of environmental management,2017,191:244-251.
[29]Xu J,Long Y,Shen D,et al.Optimization of Fenton treatment process for degradation of refractory organics in pre-coagulated leachate membrane concentrates[J].Journal of Hazardous Materials,2017,323(B):674-680.
[30]王云海,张瑞娜,楼紫阳,等.Fenton氧化处理垃圾膜滤浓缩液[J].环境化学,2017,36(05):1104-1111.
[31]唐国卿,邱家洲,沈燕,等.臭氧高级氧化组合技术处理垃圾渗滤液浓缩液[J].中国给水排水,2016(8):88-91.
[32]MustafaBalkan,GünayKocasoy.Industrial Sludge Solidification by Using Clinoptilolite[J].Environmental Letters,2004,39(4):10.
[33]蒋建国,王伟.危险废物稳定化/固化技术的现状与发展[J].环境科学进展,1998(1):55-62.
[34]Hunce S Y,Akgul D,Demir G,et al.Solidification/stabilization of landfill leachate concentrate using different aggregate materials[J].Waste Management,2012,32(7).
[35]李月中,乐晨,王庆国,等.蒸发-固化法处理垃圾渗滤液反渗透浓缩液的研究[J].环境科技,2015(2):10-12.
[36]Peters T A.Purification of landfill leachate with membrane filtration[J].Filtration and Separation,1998,35(1):0-36.
[37]Bart V D B,Lejon L,Vandecasteele C.Reuse,Treatment,and Discharge of the Concentrate of Pressure-Driven Membrane Processes[J].Environmental Science&Technology,2003,37(17):3733-3738.
[38]郭冏.渗沥液回喷焚烧炉的可行性探讨[J].环境卫生工程,2013,21(4):22-23.
[39]王志强.垃圾焚烧厂渗沥液回喷处理技术的实炉应用[J].绿色科技,2017(24):61-63.
[40]管锡珺,赵亚鹏,智雪娇,等.垃圾填埋场反渗透浓缩液回喷至附近垃圾焚烧厂焚烧研究[J].环境工程,2016,34(5):123-125.
[41]Yang B,Zhang L,Lee Y,et al.Novel bioevaporation process for the zero-discharge treatment of highly concentrated organic wastewater[J].Water Research,2013,47(15):5678-5689.
[42]杨金明,杨卉,李绪坤,等.高浓度有机废水生物蒸发处理技术及展望[J].工业水处理,2017(06):11-16.
[43]Yang B,Jahng D.Optimization of Food Waste Bioevaporation Process Using Response Surface Methodology[J].Drying Technology,2015,33(10):1188-1198.
[44]Yang B,Jahng D.Repeated Batch-Fed Bioevaporation of Food Waste Using Biofilm-Developed Sponge[J].Drying Technology,2016,34(1):76-90.
[45]杨卉,杨本芹,杨金明,等.垃圾渗滤液两级DTRO浓缩液生物蒸发处理研究[J].中国环境科学,2017,37(09):3437-3445.
[46]Yang B,Yang J,Yang H,et al.Co-bioevaporation treatment of concentrated landfill leachate with addition of food waste[J].Biochemical Engineering Journal,2018,130:76-82.
[47]潘学军,杨本芹,杨金明,杨卉.一种滚筒式生物蒸发装置[P].云南:CN205328691U,2016-06-22.