建设用地安全再开发重金属污染风险阻控技术研究进展

王宏; 胡清; 许盛彬; 王炜; 童立志

doi:10.13205/j.hjgc.202201032

建设用地安全再开发重金属污染风险阻控技术研究进展

doi: 10.13205/j.hjgc.202201032

王宏^1,2,
胡清^1,2,
许盛彬²,
王炜³,
童立志^1,3, ,

1. 南方科技大学环境学院;
2. 南科大工程技术创新中心(北京);
3. 生态环境部华南环境科学研究所

基金项目:

中央级公益性科研院所基本科研业务专项(PM-zx097-202104-072)

生态环境修复技术研究中心青年创新基金(hx_202109_002)

国家重点研发计划“场地土壤污染成因与治理技术”重点专项(2018YFC1801400)

详细信息

作者简介:
王宏(1978-),男,硕士,研究员,主要研究污染场地绿色可持续修复。wangh6@mail.sustech.edu.cn

通讯作者:
童立志(1988-),男,博士,助理研究员,主要研究工矿用地土壤污染理论及风险管控技术。tonglizhi@scies.org

计量
- 文章访问数: 121
- HTML全文浏览量: 6
- PDF下载量: 14
- 被引次数: 0
出版历程
- 收稿日期: 2021-01-11
- 网络出版日期: 2022-03-30
- 刊出日期: 2022-03-30

RESEARCH PROGRESS OF HEAVY METAL POLLUTION RISK PREVENTION AND CONTROL TECHNOLOGIES FOR SAFE REDEVELOPMENT OF CONSTRUCTION LAND

WANG Hong^1,2,
HU Qing^1,2,
XU Shengbin²,
WANG Wei³,
TONG Lizhi^{1,3
, ,}

1. School of Environmental Science and Engineering, Southern University of Science and Technology, Shenzhen 518055, China;
2. Engineering Innovation Center of Southern University of Science and Technology, Beijing 100083, China;
3. South China Institute of Environmental Sciences, Ministry of Environmental Protection, Guangzhou 510655, China

摘要

摘要: 场景差异和环境因素变化都可能导致修复后场地中重金属的再次活化,给建设用地再开发带来潜在环境风险。选择合适的风险阻控技术是保障重金属污染建设用地长期安全利用的关键。为推动风险阻控技术在我国的应用和发展,首先对现有适用于重金属污染场地风险阻控技术(物理阻隔和化学钝化)所使用功能材料及其作用机制进行了总结。其次,对不同阻控技术的国内外应用案例进行了分析。最后,对2类阻控技术的可能失效机制进行了讨论。基于我国建设用地重金属污染风险高且再开发强度大的现实需求,建议未来应侧重研究绿色可持续的风险阻控技术,并探索建立长期监测和回顾性评价机制。
- 重金属 /
- 物理阻隔 /
- 化学钝化 /
- 场地再开发 /
- 失效机制
Abstract: The differences of development scenarios and the change of environmental conditions may lead to the re-release of heavy metals in the post-remediation sites, which brings potential environmental risks to the safe redevelopment of construction land. Choosing appropriate risk prevention and control technology is essential to ensure the long-term safe redevelopment of contaminated construction land. To promote its application and development in China, the materials and mechanisms of two types of risk prevention and control techniques, including physical containment and chemical stabilization, which were widely applied in the remediation of heavy metal contaminated sites were summarized. Then, the application cases of different risk prevention and control technologies in China and abroad were analyzed. Finally, the failure mechanisms of these two types of risk prevention and control technologies were discussed. Due to the high risk of heavy metal pollution and the high intensity of redevelopment in China's construction land, it was proposed that the study of green and sustainable risk prevention and control technologies should be focused on, and the establishment of long-term monitoring and retrospective evaluation system should be explored.
- heavy metal /
- physical containment /
- chemical stabilization /
- site re-development /
- failure mechanism

HTML全文

参考文献(63)

[1]	COULON F,JONES K,LI H,et al.China’s soil and groundwater management challenges:lessons from the UK’s experience and opportunities for China[J].Environment International,2016,91:196-200.
[2]	陈星,马建华,李新宁,等.基于棕地的居民小区土壤重金属健康风险评价[J].环境科学,2014,35(3):1068-1074.
[3]	LIU W Z,LI J,ZHENG J Y,et al.Different pathways for Cr(Ⅲ) oxidation:implications for Cr(Ⅵ) reoccurrence in reduced chromite ore processing residue[J].Environmental Science & Technology,2020,54(19):11971-11979.
[4]	O’CONNOR D,HOU D Y.Sustainable remediation and revival of brownfields[J].Science of the Total Environment,2020,741:140475.
[5]	李云祯,董荐,刘姝媛,等.基于风险管控思路的土壤污染防治研究与展望[J].生态环境学报,2017,26(6):1075-1084.
[6]	陈素云,王峰,王文峰,等.污染场地工程控制技术应用研究[J].环境工程,2014,32(5):146-149.
[7]	谢云峰,曹云者,张大定,等.污染场地环境风险的工程控制技术及其应用[J].环境工程技术学报,2012,2(1):51-59.
[8]	KUMPIENE J,ANTELO J,BRÄNNVALL E,et al.In situ chemical stabilization of trace element-contaminated soil-Field demonstrations and barriers to transition from laboratory to the field:a review[J].Applied Geochemistry,2019,100:335-351.
[9]	HOU D Y,AL-TABBAA A,GUTHRIE P,et al.Using a hybrid LCA method to evaluate the sustainability of sediment remediation at the London Olympic Park[J].Journal of Cleaner Production,2014,83:87-95.
[10]	刘睿,杜延军,梅丹兵,等.土-膨润土系竖向隔离工程屏障阻滞重金属污染物运移特性试验研究[J].防灾减灾工程学报,2018,38(5):815-821.
[11]	ZHANG T T,WANG W,ZHAO Y L,et al.Removal of heavy metals and dyes by clay-based adsorbents:from natural clays to 1D and 2D nano-composites[J].Chemical Engineering Journal,2020,420:127574.
[12]	文梅燕.粉煤灰—膨润土阻截墙控制地下水镉污染的研究[D].成都:成都理工大学,2018.
[13]	LI J S,XUE Q,WANG P,et al.Effect of drying-wetting cycles on leaching behavior of cement solidified lead-contaminated soil[J].Chemosphere,2014,117:10-13.
[14]	吴少鹏.不同紫外强度下耐老化沥青性能与适用性研究[D].武汉:武汉理工大学,2015.
[15]	曾兴,詹良通,陈云敏,等.有机污染物在HDPE膜-膨润土复合防污帷幕中的一维扩散解析解[J].环境科学学报,2013,33(10):2786-2794.
[16]	吕淑清.土壤—膨润土泥浆墙对污染物的阻截性能及机理研究[D].长春:吉林大学,2015.
[17]	甄胜利,霍成立,贺真,等.垂直阻隔技术的应用与对比研究[J].环境卫生工程,2017,25(1):51-56.
[18]	USEPA,Evaluation of subsurface engineered barriers at waste sites:EPA 542-R-98-005[R].1998.
[19]	FAN R D,DU Y J,REDDY K R,et al.Compressibility and hydraulic conductivity of clayey soil mixed with calcium bentonite for slurry wall backfill:initial assessment[J].Applied Clay Science,2014,101:119-127.
[20]	SHOUSHA M A,BASHA A M,EL-ENANY M A,et al.Effect of using grouted vertical barrier on seepage characteristics under small hydraulic structures[J].Alexandria Engineering Journal,2020,59(1):441-455.
[21]	ZHAO W H,DU C B,SUN L G,et al.Field measurements and numerical studies of the behaviour of anchored sheet pile walls constructed with excavating and backfilling procedures[J].Engineering Geology,2019,259:105165.
[22]	ARNOLD M,BECKHAUS K,WIEDENMANN U.Cut-off wall construction using Cutter Soil Mixing:a case study[J].Geotechnik,2011,34(1):11-21.
[23]	ROWE R K,ABDELAAL F B,ZAFARI M,et al.An approach to high-density polyethylene (HDPE) geomembrane selection for challenging design requirements[J].Canadian Geotechnical Journal,2020,57(10):1550-1565.
[24]	USEPA.Reusing superfund sites commercial use:where waste is left on site:EPA 540-K-01-008[R].2002.
[25]	DE Sousa C A.Turning brownfields into green space in the City of Toronto[J].Landscape and Urban Planning,2003,62(4):181-198.
[26]	HEISER J H,DWYER B.Summary report on close-coupled subsurface barrier technology:Initial field trials to full-scale demonstration[J].Office of Scientific & Technical Information Technical Reports,2018.
[27]	USEPA,Reusing cleaned UP superfund sites:golf facilities where waste is left on site:EPA-540-R-03-003[R].2003.
[28]	DIJKSTRA J,HILLIGEHEKKEN A.Recent developments in the application of HDPE vertical barrier systems in the Netherlands[J].Japanese Geotechnical Society Special Publication,2016,2(70):2396-2400.
[29]	费培云,季嵘,张道玲,等.上海老港垃圾卫生填埋场隔离墙材料特性室内试验研究[J].上海地质,2005(4):51-53.
[30]	孙晓东,周嘉宾,郑峰,等.柔性垂直阻隔技术在危废污染应急治理项目中的应用[J].探矿工程:岩土钻掘工程,2016,10:126-130.
[31]	GARVIN S L,HAYLES C S.The chemical compatibility of cement-bentonite cut-off wall material[J].Construction and Building Materials,1999,13(6):329-341.
[32]	MISHRA A K,OHTSUBO M,LI L Y,et al.Effect of salt of various concentrations on liquid limit,and hydraulic conductivity of different soil-bentonite mixtures[J].Environmental Geology,2008,57(5):1145-1153.
[33]	黄琴琴,刘国,文梅燕,等.粉煤灰-膨润土阻隔墙控制地下水中镉污染[J].环境工程学报,2019,13(3):652-663.
[34]	梅丹兵.土—膨润土系竖向隔离工程屏障阻滞污染物运移的模型试验研究[D].南京:东南大学,2017.
[35]	ZHOU M,DU Y J,WANG F,et al.Earth pressures on the trenched HDPE pipes in fine-grained soils during construction phase:full-scale field trial and finite element modeling[J].Transportation Geotechnics,2017,12:56-69.
[36]	NOSKO V,TOUZE-FOLTZ N.Geomembrane liner failure:modelling of its influence on contaminant transfer[C]//Eurogeo 2.2000.
[37]	KATSUMI T,KAMON M,INUI T,et al.Hydraulic Barrier Performance of SBM Cut-Off Wall Constructed by the Trench Cutting and Re-Mixing Deep Wall Method[C]//Geocongress.2008.
[38]	张宇.微生物淤堵作用下的土体渗透特性研究[D].苏州:苏州大学,2019.
[39]	ABDELAAL F B,ROWE R K,ISLAM M Z.Effect of leachate composition on the long-term performance of a HDPE geomembrane[J].Geotextiles and Geomembranes,2014,42(4):348-362.
[40]	NEEDHAM A D,SMITH J W N,GALLAGHER E M G.The service life of polyethylene geomembrane barriers[J].Engineering Geology,2006,85(1/2):82-90.
[41]	EWAIS A M R,ROWE R K.Effect of aging on the stress crack resistance of an HDPE geomembrane[J].Polymer Degradation and Stability,2014,109:194-208.
[42]	郭荣荣,黄凡,易晓媚,等.混合无机改良剂对酸性多重金属污染土壤的改良效应[J].农业环境科学学报,2015,34(4):686-694.
[43]	YANG Y L,REDDY K R,DU Y J,et al.Retention of Pb and Cr(Ⅵ) onto slurry trench vertical cutoff wall backfill containing phosphate dispersant amended Ca-bentonite[J].Applied Clay Science,2019,168:355-365.
[44]	SANDERSON P,NAIDU R,BOLAN N.The effect of environmental conditions and soil physicochemistry on phosphate stabilisation of Pb in shooting range soils[J].Journal of Environmental Management,2016,170:123-130.
[45]	MOHAMMED S A S,MOGHAL A A B.Efficacy of nano calcium silicate (NCS) treatment on tropical soils in encapsulating heavy metal ions:leaching studies validation[J].Innovative Infrastructure Solutions,2016,1(1):1-12.
[46]	XU X W,CHEN C,WANG P,et al.Control of arsenic mobilization in paddy soils by manganese and iron oxides[J].Environmental Pollution,2017,231(1):37-47.
[47]	YU K,XU J,JIANG X H,et al.Stabilization of heavy metals in soil using two organo-bentonites[J].Chemosphere,2017,184:884-891.
[48]	CAI C Y,ZHAO M H,YU Z,et al.Utilization of nanomaterials for in-situ remediation of heavy metal(loid) contaminated sediments:a review[J].Science of the Total Environment,2019,662:205-217.
[49]	LIU B B,WU C Y,PAN P,et al.Remediation effectiveness of vermicompost for a potentially toxic metal-contaminated tropical acidic soil in China[J].Ecotoxicology and Environmental Safety,2019,182:109394.
[50]	WANG H,FENG M Y,ZHOU F S,et al.Effects of atmospheric ageing under different temperatures on surface properties of sludge-derived biochar and metal/metalloid stabilization[J].Chemosphere,2017,184:176-184.
[51]	MEHROTRA A,SREEKRISHNAN T R.Heavy metal bioleaching and sludge stabilization in a single-stage reactor using indigenous acidophilic heterotrophs[J].Environmental Technology,2017,38(21):2709-2724.
[52]	USEPA,Treatment technologies for site cleanup:annual status report:EPA-542-R-07-012[R].Washington,D.C.:Office of Solid Waste and Emergency Response,2007.
[53]	USEPA,Abstracts of Remediation Case Studies Volume 11:Federal Remediation Technologies Roundtable,2007.
[54]	USEPA,Abstracts of Remediation Case Studies Volume 5:EPA 542-R-01-008[R].2001.
[55]	陆英,肖满,万鹏,等.广东某工业场地重金属污染土壤稳定化修复工程案例[J].环境生态学,2019,1(6):50-56.
[56]	赖冬麟,张奇,陈亭亭,等.张家口市某机械厂原址电镀污染场地土壤修复工程实践[J].环境工程,2020,38(6):75-80.
[57]	MARTÍN F,SIMÓN M,ARCO E,et al.Arsenic Behaviour in Polluted Soils After Remediation Activities[M].InTech.2012.
[58]	孙良辰.重金属污染土壤原位钝化稳定性研究[D].济南:山东师范大学,2015.
[59]	YANG K,WANG X L,CHENG H F,et al.Effect of aging on stabilization of Cd and Ni by biochars and enzyme activities in a historically contaminated alkaline agricultural soil simulated with wet-dry and freeze-thaw cycling[J].Environmental Pollution,2020,268:115846.
[60]	CHEN W F,ZHANG J H,ZHANG X M,et al.Investigation of heavy metal (Cu,Pb,Cd,and Cr) stabilization in river sediment by nano-zero-valent iron/activated carbon composite[J].Environmental Science and Pollution Research,2015,23(2):1460-1470.
[61]	CAO X D,LIANG Y,ZHAO L,et al.Mobility of Pb,Cu,and Zn in the phosphorus-amended contaminated soils under simulated landfill and rainfall conditions[J].Environmental Science and Pollution Research,2013,20(9):5913-5921.
[62]	王哲,丁耀堃,许四法,等.酸雨环境下磷酸镁水泥固化锌污染土溶出特性研究[J].岩土工程学报,2017,39(4):697-704.
[63]	DU Y J,WEI M L,REDDY K R,et al.Effect of carbonation on leachability,strength and microstructural characteristics of KMP binder stabilized Zn and Pb contaminated soils[J].Chemosphere,2016,144:1033-1042.