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地下水原位化学修复数值模拟研究进展

张云

张云. 地下水原位化学修复数值模拟研究进展[J]. 环境工程, 2022, 40(5): 197-204,217. doi: 10.13205/j.hjgc.202205029
引用本文: 张云. 地下水原位化学修复数值模拟研究进展[J]. 环境工程, 2022, 40(5): 197-204,217. doi: 10.13205/j.hjgc.202205029
ZHANG Yun. ADVANCES IN NUMERICAL SIMULATION OF GROUNDWATER IN-SITE CHEMICAL REMEDIATION[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(5): 197-204,217. doi: 10.13205/j.hjgc.202205029
Citation: ZHANG Yun. ADVANCES IN NUMERICAL SIMULATION OF GROUNDWATER IN-SITE CHEMICAL REMEDIATION[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(5): 197-204,217. doi: 10.13205/j.hjgc.202205029

地下水原位化学修复数值模拟研究进展

doi: 10.13205/j.hjgc.202205029
基金项目: 

国家重点研发计划课题(2018YFC1802401)

详细信息
    作者简介:

    张云(1965-),女,教授,主要研究方向为土体多场耦合模拟。zhangyun@nju.edu.cn

ADVANCES IN NUMERICAL SIMULATION OF GROUNDWATER IN-SITE CHEMICAL REMEDIATION

  • 摘要: 数值模拟是地下水原位化学修复设计的主要方法。从地下水原位化学修复过程的物理和化学作用出发,分析了土体平衡方程、流体相连续性方程和溶质运移方程等基本控制方程,比较了常用地下水原位修复数值模拟软件的特征,指出土体变形对地下水渗流和溶质运移的影响以及现有地下水原位化学修复模拟中存在的问题,需考虑以下3个方面:1)原位注入化学修复模拟时应考虑土体变形、地下水渗流和溶质运移的三维耦合模型和模拟计算;2)药剂注入方式以及药剂注入引起的土体变形和破坏及其对土体渗透性的影响;3)药剂注入对土体固结变形和强度的影响。
  • [1] 王磊,龙涛,张峰,等.用于土壤及地下水修复的多相抽提技术研究进展[J].生态与农村环境学报,2014,30(2):137-145.
    [2] 郑艳梅,王战强,黄国强,等.地下水曝气法处理土壤及地下水中甲基叔丁基醚(MTBE)[J].农业环境科学学报,2004,23(6):1200-1202.
    [3] 刘凯,张瑞环,王世杰.污染地块修复原位热脱附技术的研究及应用进展[J].中国氯碱,2017(12):31-37.
    [4] 许增光.地下水有机物和重金属迁移与污染修复的数值模拟研究[D].上海:上海交通大学,2012.
    [5] 赵勇胜.地下水污染场地的控制与修复[M].北京:科学出版社,2015.
    [6] 金黄梅,高博,王博.油污染地下水原位生物修复试验研究[J].环境科学导刊,2010,29(1):53-56.
    [7] KROL M M,OLENIUK A J,KOCUR C M,et al.A field-validated model for in situ transport of polymer-stabilized nZVI and implications for subsurface injection[J].Environmental Science& Technology,2013,47:7332-7340.
    [8] KREMBS F J,SIEGRIST R L,CRIMI M L,et al.ISCO for groundwater remediation:analysis of field applications and performance[J].Ground Water Monitoring& Remediation,2010,30(4):42-53.
    [9] 刘继东,胡佳晨,王欢,等.某焦化厂旧址氰化物污染地下水修复工程实例分析[J].环境保护科学,2019,45(4):121-126.
    [10] 王棣,魏文侠,王琳玲,等.纳米铁原位注入技术对六价铬污染地下水的修复[J].环境工程学报,2018,12(2):521-526.
    [11] 中关村中环地下水污染防控与修复产业联盟.污染地下水原位注入修复技术指南:T/GIA 002-2019[S].2019.
    [12] HEIDERSCHEIDT J L,CRIMI M,SIEGRIST R L,et al.Optimization of full-scale permanganate ISCO system operation:laboratory and numerical studies[J].Ground Water Monitoring& Remediation,2008,28(4):72-84.
    [13] BACIOCCHI R,D'APRILE L,INNOCENTI I,et al.Development of technical guidelines for the application of in-situ chemical oxidation to groundwater remediation[J].Journal of Cleaner Production,2014,77:47-55.
    [14] 杨乐巍,张晓斌,李书鹏,等.土壤及地下水原位注入-高压旋喷注射修复技术工程应用案例分析[J].环境工程,2018,3(12):48-53.
    [15] SCHROTH M H,OOSTROM M,WIETSMA T W,et al.In-situ oxidation of trichloroethene by permanganate:effects on porous medium hydraulic properties[J].Journal of Contaminant Hydrology,2001,50:79-98.
    [16] LEWIS R W,SCHREFLER B A,RAHMAN N A.A finite element analysis of multiphase immiscible flow in deforming porous media for subsurface systems[J].Communications in Numerical Methods in Engineering,1998,14:135-149.
    [17] 林銮,杨庆生.化学-力学耦合理论与数值方法[J].固体力学学报,2008,29(1):7-12.
    [18] 殷宗泽.土工原理[M].北京:中国水利水电出版社,2007.
    [19] 胡黎明,邢巍巍,吴照群.多孔介质中非水相流体运移的数值模拟[J].岩土力学,2007,28(5):951-955.
    [20] TSAKIROGLOU C D,SIKINIOTI-LOCK A,TERZI K,et al.A numerical model to simulate the NAPL source zone remediation by injecting zero-valent iron nanoparticles[J].Chemical Engineering Science,2018,192:391-413.
    [21] SLEEP B E,SYKES J F.Compositional simulation of groundwater contamination by organic compounds Ⅰ.model development and verification[J].Water Resources Research,1993,29(6):1697-1708.
    [22] HE L,HUANG G H,LU H W.A coupled simulation-optimization approach for groundwater remediation design under uncertainty:An application to a petroleum-contaminated site[J].Environmental Pollution,2009,157:2485-2492.
    [23] WEST M R,GRANT G P,GERHARD J I,et al.The influence of precipitate on the chemical oxidation of TCE DNAPL with potassium permanganate[J].Advances in Water Resources,2008,31:324-338.
    [24] CLEMENT T P,SUN Y,HOOKER B S,et al.Modeling multispecies reactive transport in ground water[J].Ground Water Monitoring& Remediation,1998,30(4):79-92.
    [25] SMITH D W.One-dimensional contaminant transport through a deforming porous medium:theory and a solution for a quasi-steady-state problem[J].International Journal for Numerical and Analytical Methods in Geomechanics,2000,24:693-722.
    [26] 张志红,师玉敏,朱敏.黏土垫层水力-力学-化学耦合模型研究[J].岩土工程学报,2016,38(7):1283-1290.
    [27] CAREGHINI A,SAPONARO S,SEZENNA E,et al.Lab-scale tests and numerical simulations for in situ treatment of polluted groundwater[J].Journal of Hazardous Materials,2015,287:162-170.
    [28] CHA K Y,BORDEN R C.Impact of injection system design on ISCO performance with permanganate-mathematical modeling results[J].Journal of Contaminant Hydrology,2012,128:33-46.
    [29] 陈华清,李义连.地下水苯系物污染原位曝气修复模拟研究[J].中国环境科学,2010,30(1):46-51.
    [30] INNOCENTI I,VERGINELLI I,MASSETTI F,et al.Pilot-scale ISCO treatment of a MtBE contaminated site using a Fenton-like process[J].Science of the Total Environment,2014,485/486:726-738.
    [31] MAIRE J,DAVARZANI H,COLOMBANO S,et al.Targeted delivery of hydrogen for the bioremediation of aquifers contaminated by dissolved chlorinated compounds[J].Environmental Pollution,2019,249:443-452.
    [32] VON SCHENCK H,KÄLLSTRÖM K.Reactive transport modelling of organic complexing agents in cement stabilized low and intermediate level waste[J].Physics and Chemistry of the Earth,2014,(70/71):114-126.
    [33] WEST M R,KUEPER B H.Numerical simulation of DNAPL source zone remediation with in situ chemical oxidation (ISCO)[J].Advances in Water Resources,2012,44:126-139.
    [34] CHOWDHURY A I A,KROL M M,KOCUR C M,et al.nZVI injection into variably saturated soils:field and modeling study[J].Journal of Contaminant Hydrology,2015,183:16-28.
    [35] ZHANG H,SCHWARTZ F W.Simulating the in situ oxidative treatment of chlorinated ethylenes by potassium permanganate[J].Water Resources Research,2000,36(10):3031-3042.
    [36] HENDERSON T H,MAYER K U,PARKER B L,et al.Three-dimensional density-dependent flow and multicomponent reactive transport modeling of chlorinated solvent oxidation by potassium permanganate[J].Journal of Contaminant Hydrology,2009,106:195-211.
    [37] STRUTZ T,HORNBRUCH G,DAHMKE A,et al.Effect of injection velocity and particle concentration on transport of nanoscale zero-valent iron and hydraulic conductivity in saturated porous media[J].Journal of Contaminant Hydrology,2016,191:54-65.
    [38] 李涛,刘利,丁洲祥.大变形黏土防渗层中的污染物迁移和转化规律研究[J].岩土力学,2012,33(3):687-694.
    [39] XIE H J,YAN H X,FENG S J,et al.An analytical model for contaminant transport in landfill composite liners considering coupled effect of consolidation,diffusion,and degradation[J].Environmental Science and Pollution Research International,2016,23(19):19362-19375.
    [40] LEWIS T W,PIVONKA P,SMITH D W.Theoretical investigation of the effects of consolidation on contaminant transport through clay barriers[J].International Journal for Numerical and Analytical Methods in Geomechanics,2009,33:95-116.
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出版历程
  • 收稿日期:  2021-06-09
  • 网络出版日期:  2022-07-02

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