数值模拟在可渗透反应墙设计中的应用研究进展

郑凯旋; 黄俊龙; 罗兴申; 王洪涛; 陈坦

doi:10.13205/j.hjgc.202206003

数值模拟在可渗透反应墙设计中的应用研究进展

doi: 10.13205/j.hjgc.202206003

1. 清华大学环境学院, 北京 100084;
2. 中央民族大学生命与环境科学学院, 北京 100081

基金项目:

国家重点研发计划"场地土壤污染成因与治理技术专项——固体废物填埋场地土壤污染风险管控与净化技术"(2018YFC1802306)

详细信息

作者简介:
郑凯旋(1995-),男,博士研究生,主要研究方向为渗滤液污染地下水修复与模拟。zhengkx18@mails.tsinghua.edu.cn

通讯作者:
王洪涛(1960-),男,博士,教授,主要研究方向为污染场地治理和多孔介质污染物迁移模拟。htwang@tsinghua.edu.cn

陈坦(1986-),男,博士,副教授,主要研究方向为污染场地调查与修复。chentan05@tsinghua.org.cn

计量
- 文章访问数: 159
- HTML全文浏览量: 34
- PDF下载量: 5
- 被引次数: 0
出版历程
- 收稿日期: 2022-02-16
- 网络出版日期: 2022-09-01
- 刊出日期: 2022-09-01

APPLICATION PROGRESS OF NUMERICAL SIMULATION IN PERMEABLE REATIVE

1. School of Environment, Tsinghua University, Beijing 100084, China;
2. College of Life and Environmental Sciences, Minzu University of China, Beijing 100081, China

摘要

摘要: 可渗透反应墙(PRB)是一种高效的地下水污染原位修复技术。数值模拟方法有助于评估在不同参数(如尺寸、安装位置和朝向、渗透系数等)下的PRB性能,常作为PRB工程设计和长期运行的基础。归纳总结了典型地下水模型和软件在PRB设计中的应用特点,梳理了国内外数值模拟方法在PRB工程设计、寿命评估和参数优化等方面的应用现状,探讨了数值模拟在PRB技术中的应用前景和重点研究方向,以期为我国PRB技术的推广应用提供参考。
- 可渗透反应墙 /
- 数值模拟 /
- 工程设计 /
- 寿命评估 /
- 参数优化
Abstract: Permeable reactive barrier (PRB) is a green and sustainable groundwater remediation technology.Numerical simulation helps to evaluate the PRB performance under different parameters (such as dimension,installation location and orientation,permeability coefficient,etc.),which is the basis for PRB engineering design.This paper summarizes the application characteristics of typical groundwater models and software in PRB design,compares the application status of domestic and foreign numerical simulation methods in PRB engineering design,longevity evaluation and parameter optimization,and discusses the application prospects and key research directions of numerical simulation in PRB technology,to provide a reference for the promotion and application of PRB technology in China.
- permeable reactive barrier /
- numerical simulation /
- engineering design /
- longevity evaluation /
- parameter optimization

HTML全文

参考文献(93)

[1]	GAVASKAR A R, GUPTA N, SASS B, et al. Permeable Barriers for Groundwater Remediation[M]. Battelle Press, Columbus, OH (United States), 1998.
[2]	PULS R W. Permeable Reactive Barrier Technologies for Contaminant Remediation[M]. USEPA, 1998:600.
[3]	QUINTON G E, BUCHANAN JR R J, ELLIS D E, et al. A method to compare groundwater cleanup technologies[J]. Remediation Journal, 1997, 7(4):7-16.
[4]	REETER C, CHAO S, GAVASKAR A. Permeable reactive wall remediation of chlorinated hydrocarbons in groundwater[R]. Environmental Security Technology Certification Program Office (DOD) Arlington Va, 1999.
[5]	PAINTER B D. Optimisation of permeable reactive barrier systems for the remediation of contaminated groundwater[D]. Christcharch:Lincoln University, 2005.
[6]	ALI A F, ABD ALI Z T. Sustainable use of concrete demolition waste as reactive material in permeable barrier for remediation of groundwater:batch and continuous study[J]. Journal of Environmental Engineering, 2020, 146(7):04020048.
[7]	FALCIGLIA P P, GAGLIANO E, BRANCATO V, et al. Microwave based regenerating permeable reactive barriers (MW-PRBs):proof of concept and application for Cs removal[J]. Chemosphere, 2020, 251:126582.
[8]	FAISAL A A, ABBAS T R, JASSAM S H. Removal of zinc from contaminated groundwater by zero-valent iron permeable reactive barrier[J]. Desalination and Water Treatment, 2015, 55(6):1586-1597.
[9]	GILLHAM R W, VOGAN J, GUI L, et al. Iron barrier walls for chlorinated solvent remediation[M]//In Situ Remediation of Chlorinated Solvent Plumes. Springer, 2010:537-571.
[10]	左亚会.我国地下水数值模拟的研究进展及应用现状[J].珠江现代建设, 2017(5):9-12.
[11]	XU Z G, WU Y Q, YU F. A three-dimensional flow and transport modeling of an aquifer contaminated by perchloroethylene subject to multi-PRB remediation[J]. Transport in Porous Media, 2012, 91(1):319-337.
[12]	OBIRI-NYARKO F, KWIATKOWSKA J, MALINA G, et al. Geochemical modelling for predicting the long-term performance of zeolite-PRB to treat lead contaminated groundwater[J]. Journal of Contaminant Hydrology, 2015, 177/178:76-84.
[13]	SANTISUKKASAEM U, OLAWUYI F, OYE P, et al. Artificial neural network (ANN) for evaluating permeability decline in permeable reactive barrier (PRB)[J]. Environmental Processes, 2015, 2(2):291-307.
[14]	HOU D Y, LI F S. Complexities surrounding China's soil action plan[J]. Land Degradation&Development, 2017, 28(7):2315-2320.
[15]	HILL M C, BANTA E R, HARBAUGH A W, et al. MODFLOW-2000, the U.S. Geological Survey modular ground-water model; user guide to the observation, sensitivity, and parameter-estimation processes and three post-processing programs. US Geological Survey Open-File Report 00-184[R]. U.S. Geological Survey, 2000.
[16]	卢丹美.地下水数值模型和软件的特点及在我国的应用现状[J].中国水运(下半月), 2013(1):107-109.
[17]	HARBAUGH A W. MODFLOW-2005:the U.S. Geological Survey modular ground-water model-the ground-water flow process[J]. Techniques and Methods, 2005.
[18]	康明亮,韩东梅,GEWIRIZ Océane.计算机模拟在化学理论与实验教学中的应用[J].大学化学, 2016, 31(10):23-28.
[19]	POLLPCK D W. User guide for MODPATH Version 7:A Particle-Tracking Model for MODFLOW[R]. 2016-1086, U.S. Geological Survey, 2016.
[20]	HARBAUGH A W. A computer program for calculating subregional water budgets using results from the U.S. Geological Survey Modular Three-Dimensional Finite-Difference Ground-Water Flow Model[R]. 90-392, U.S. Geological Survey; Books and Open-File Reports Section, 1990.
[21]	KIPP K L. HST3D:a computer code for simulation of heat and solute transport in three-dimensional ground-water flow systems[R]. Water-Resources Investigations Report, 86-4095, U.S. Geological Survey, 1987, 86-4095.
[22]	ZHENG C. MT3D:A Modular Three-Dimensional Transport Model for Simulation of Advection, Dispersion and Chemical Reactions of Contaminants in Groundwater Systems[M]. SS Papadopulos&Associates, 1992.
[23]	ZHENG C, WANG P P. MT3DMS:a Modular Three-Dimensional Multispecies Transport Model for Simulation of Advection, Dispersion, and Chemical Reactions of Contaminants in Groundwater Systems; Documentation and User's Guide[G]. Environmental Laboratory (US), 1999.
[24]	CLEMENT T P. A Modular Computer Code for Simulating Reactive Multi-Species Transport in 3-dimensional Groundwater Systems[R]. Pacific Northwest National Lab. Richland, WA (US), 1999.
[25]	LIANG L, SULLIVAN A B, WEST O R, et al. Predicting the precipitation of mineral phases in permeable reactive barriers[J]. Environmental Engineering Science, 2003, 20(6):635-653.
[26]	BENNER S G, BLOWES D W, GLOULD W D, et al. Geochemistry of a permeable reactive barrier for metals and acid mine drainage[J]. Environmental Science&Technology, ACS Publications, 1999, 33(16):2793-2799.
[27]	PROMMER H, AZIZ L H, BOLANO N, et al. Modelling of geochemical and isotopic changes in a column experiment for degradation of TCE by zero-valent iron[J]. Journal of Contaminant Hydrology, 2008, 97(1/2):13-26.
[28]	KWONG S, SAMLL J, TAHAR B. Modelling the remediation of contaminated groundwater using zero-valent iron barrier[J]. Proceeding of WM, 2007,7.
[29]	PARKHURST D L, KIPP K L, CHARLTON S R. PHAST Version 2:a program for simulating groundwater flow, solute transport, and multicomponent geochemical reactions[J]. US Geological Survey Techniques and Methods, 2010, 6:A35.
[30]	MAYER. Reactive Transport Modeling of An In Situ Reactive Barrier for the Treatment of Hexavalent Chromium and Trichloroethylene in Groundwater[EB/OL]. 2001/2020-12-11. https://agupubs.onlinelibrary.wiley.com/doi/epdf/10.1029/2001WR000234.
[31]	YANG C B, SAMPER J, MOLINERO J. Inverse microbial and geochemical reactive transport models in porous media[J]. Physics and Chemistry of the Earth, 2008, 33(14/15/16):1026-1034.
[32]	谭勇,梁婕,曾光明,等.基于数值模拟和响应面法的PRB设计影响研究[J].环境工程学报, 2016, 10(2):655-661.
[33]	HEMSI P S, SHACKELFORD C D. An evaluation of the influence of aquifer heterogeneity on permeable reactive barrier design:Permeable Reactive Barrier Design[J]. Water Resources Research, 2006, 42(3).
[34]	JIRASKO D, VANICEK I. The interaction of groundwater with permeable reactive barrier (PRB)[C]//Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering:The Academia and Practice of Geotechnical Engineering, Alexandria:IOS Press, 2009:2473-2478.
[35]	BARMA S D. Development of groundwater management model linking GMS with GA-PSO-based Hybrid Algorithm[J]. Intermational Journal of Engineering Science and Technology, 2010, 2(12):7297-7300.
[36]	RAD P R, FAZLALI A. Optimization of permeable reactive barrier dimensions and location in groundwater remediation contaminated by landfill pollution[J]. Journal of Water Process Engineering, 2020, 35:101196.
[37]	CHUNG Y W, KIM J, KONG S H. Performance prediction of permeable reactive barriers by three-dimensional groundwater flow simulation[J]. International Journal of Environmental Science and Development, 2011:138-141.
[38]	MAAMOUN I, ELJAMAL O, FALYOUNA O, et al. Multi-objective optimization of permeable reactive barrier design for Cr (Ⅵ) removal from groundwater[J]. Ecotoxicology and Environmental Safety, 2020, 200:110773.
[39]	DIERSCH H J G. FEFLOW:Finite Element Modeling of Flow, Mass and Heat Transport in Porous and Fractured Media[M]. Springer Science&Business Media, 2013.
[40]	BAKIR A. Development of a Seaweed-based Fixed-bed Sorption Column for the Removal of Metals in a Waste Stream[D]. Waterford Institute of Technology, 2010.
[41]	SACHDEV S, PAREEK S, MAHADEVAN B, et al. Modeling and simulation of single phase fluid flow and heat transfer in packed beds[C]//Proceedings of the 2012 COMSOL conference in Bangalore, 2012.
[42]	MASOOD Z B, ABD ALI Z T. Numerical modeling of two-dimensional simulation of groundwater protection from lead using different sorbents in permeable barriers[J]. Environmental Engineering Research, 2020, 25(4):605-613.
[43]	POWELL R M, BLOWES D W, GILLHAM R W, et al. Permeable Reactive Barrier Technologies for Contaminant Remediation[R]. US EPA, 1998, 600.
[44]	CRAIG J R, RABIDEAU A J, SURIBHATLA R. Analytical expressions for the hydraulic design of continuous permeable reactive barriers[J]. Advances in Water Resources, 2006, 29(1):99-111.
[45]	GAVASKAR A R. Design and construction techniques for permeable reactive barriers[J]. Journal of Hazardous Materials, 1999, 68(1):41-71.
[46]	KOBER R, SCHAFER D, EBERT M, et al. Coupled in situ reactors using Fe and activated carbon for the remediation of complex contaminant mixtures in groundwater[J]. 2002(275):435-439.
[47]	ITRC T. Permeable reactive barrier:technology update[Z]. The Interstate Technology&Regulatory Council PRB, 2011.
[48]	NAIDU R, BIRKE V. Permeable Reactive Barrier:Sustainable Groundwater Remediation[M]. Boca Raton:CRC Press, 2018.
[49]	ELDER C R, BENSON C H, EYKHOLT G R. Effects of heterogeneity on influent and effluent concentrations from horizontal permeable reactive barriers[J]. Water Resources Research, 2002, 38(8):27-1-27-19.
[50]	PULS R W. Long-term performance of permeable reactive barriers:lessons learned on design, contaminant treatment, longevity, performance monitoring and cost-an overview[M]//Soil and Water Pollution Monitoring, Protection and Remediation. Springer, 2006:221-229.
[51]	KLAMMLER H, HATFIELD K. Analytical solutions for flow fields near continuous wall reactive barriers[J]. Journal of Contaminant Hydrology, 2008, 98(1):1-14.
[52]	SINGH R, CHAKMA S, BIRKE V. Numerical modelling and performance evaluation of multi-permeable reactive barrier system for aquifer remediation susceptible to chloride contamination[J]. Groundwater for Sustainable Development, 2020, 10:100317.
[53]	THAKUR A K, VITHANAGE M, DAS D B, et al. A review on design, material selection, mechanism, and modelling of permeable reactive barrier for community-scale groundwater treatment[J]. Environmental Technology&Innovation, 2020, 19:100917.
[54]	吕永高,蔡五田,杨骊,等.中试尺度下可渗透反应墙位置优化模拟:以铬污染地下水场地为例[J].水文地质工程地质, 2020, 47(5):189-195.
[55]	NARDO A D, BORTONE I, NATALE M D, et al. A heuristic procedure to optimize the design of a permeable reactive barrier for in situ groundwater remediation[J]. Adsorption Science&Technology, 2014, 32(2/3):125-140.
[56]	ZINGELMANN M, SCHIPEK M, BITTNER A. Planning of reactive barriers-an integrated, comprehensive but easy to understand modeling approach[M]//Uranium-Past and Future Challenges. Springer, 2015:739-744.
[57]	MEDAWELA S, INDRARAINA B. Computational modelling to predict the longevity of a permeable reactive barrier in an acidic floodplain[J]. Computers and Geotechnics, Elsevier, 2020, 124:103605.
[58]	SURIBHATLA R M, JANKOVIC I. Numerical modeling of groundwater flow and transport using analytic element method for highly heterogeneous anisotropic formations with estimation of effective hydraulic conductivity[J]. AGUFM, 2006, 2006:H23C-1524.
[59]	BIRKE V, BURMEIER H, JEFFERIS S, et al. Permeable reactive barriers (PRBs) in Europe:potentials and expectations[J]. Italy Journal Engineering Geology Environment, 2007, 1:1-8.
[60]	陈梦舫.地下水可渗透反应墙修复技术原理、设计及应用[M].北京:科学出版社, 2017.
[61]	KALINOVICH I, RUTTER A, POLAND J S, et al. Remediation of PCB contaminated soils in the Canadian Arctic:excavation and surface PRB technology[J]. Science of the Total Environment, Elsevier, 2008, 407(1):53-66.
[62]	LIU S J, LI X G, WANG H X. Hydraulics analysis for groundwater flow through permeable reactive barriers[J]. Environmental Modeling&Assessment, 2011, 16(6):591-598.
[63]	CHANDRAPPA R, DAS D B. Sustainable Water Engineering:Theory and Practice[M]. John Wiley&Sons, 2014.
[64]	KACIMOV A R, KLAMMLER H, ILYINSKII N, et al. Constructal design of permeable reactive barriers:groundwater-hydraulics criteria[J]. Journal of Engineering Mathematics, Springer, 2011, 71(4):319-338.
[65]	BORTONE I, DI NARDO A, DI NATALE M, et al. Remediation of an aquifer polluted with dissolved tetrachloroethylene by an array of wells filled with activated carbon[J]. Journal of Hazardous Materials, 2013, 260:914-920.
[66]	GUPTA N, FOX T C. Hydrogeologic modeling for permeable reactive barriers[J]. Journal of Hazardous Materials, 1999, 68(1):19-39.
[67]	HENDERSON A D, DEMOND A H. Long-term performance of zero-valent iron permeable reactive barriers:a critical review[J]. Environmental Engineering Science, 2007, 24(4):401-423.
[68]	KHAN F I, HUSAIN T, HEJAZI R. An overview and analysis of site remediation technologies[J]. Journal of Environmental Management, 2004, 71(2):95-122.
[69]	HIGGINS M R, OLSON T M. Life-cycle case study comparison of permeable reactive barrier versus pump-and-treat remediation[J]. Environmental Science&Technology, 2009, 43(24):9432-9438.
[70]	WEBER A, RUHL A S, AMOS R T. Investigating dominant processes in ZVI permeable reactive barriers using reactive transport modeling[J]. Journal of Contaminant Hydrology, 2013, 151:68-82.
[71]	JOHNSON R L, THOMS R B, OBRIEN JOHNSON R, et al. Field evidence for flow reduction through a zero-valent iron permeable reactive barrier[J]. Groundwater Monitoring&Remediation, 2008, 28(3):47-55.
[72]	FLURY B, FROMMER J, EGGENBERGER U, et al. Assessment of long-term performance and chromate reduction mechanisms in a field scale permeable reactive barrier[J]. Environmental Science&Technology, 2009, 43(17):6786-6792.
[73]	LI L, BENSON C H, LAWSON E M. Impact of mineral fouling on hydraulic behavior of permeable reactive barriers[J]. Ground Water, 2005, 43(4):582-596.
[74]	AFSHARI A, SHADIZADEH S R, RIAHI M A. The use of artificial neural networks in reservoir permeability estimation from well logs:focus on different network training algorithms[J]. Energy Sources, Part A:Recovery, Utilization, and Environmental Effects, 2014, 36(11):1195-1202.
[75]	DAS D B, THIRAKULCHAYA T, DEKA L, et al. Artificial neural network to determine dynamic effect in capillary pressure relationship for two-phase flow in porous media with micro-heterogeneities[J]. Environmental Processes, 2015, 2(1):1-18.
[76]	WILKIN R T, PILS R W, SEWELL G W. Long-term performance of permeable reactive barriers using zero-valent iron:Geochemical and microbiological effects[J]. Groundwater, 2003, 41(4):493-503.
[77]	LI L, BENSON C H, LAWSON E M. Modeling porosity reductions caused by mineral fouling in continuous-wall permeable reactive barriers[J]. Journal of Contaminant Hydrology, 2006, 83(1):89-121.
[78]	JEEN S W, BLOWES D W, GILLHAM R W. Performance evaluation of granular iron for removing hexavalent chromium under different geochemical conditions[J]. Journal of Contaminant Hydrology, 2008, 95(1/2):76-91.
[79]	KOUZNETSOVA I, BAYER P, EBERT M, et al. Modelling the long-term performance of zero-valent iron using a spatio-temporal approach for iron aging[J]. Journal of Contaminant Hydrology, 2007, 90(1):58-80.
[80]	HENDERSON A D, DEMOND A H. Impact of solids formation and gas production on the permeability of ZVI PRBs[J]. Journal of Environmental Engineering, 2011, 137(8):689-696.
[81]	CARNIATO L, SCHOUPS G, SEUNTIENS P, et al. Predicting longevity of iron permeable reactive barriers using multiple iron deactivation models[J]. Journal of Contaminant Hydrology, 2012, 142/143:93-108.
[82]	MORRISON S. Performance evaluation of a permeable reactive barrier using reaction products as tracers[J]. Environmental Science&Technology, 2003, 37(10):2302-2309.
[83]	JEEN S W, MAYER K U, GILLHAM R W, et al. Reactive transport modeling of trichloroethene treatment with declining reactivity of iron[J]. Environmental Science&Technology, 2007, 41(4):1432-1438.
[84]	JEEN S W, GILLHAM R W, PRZEPIORA A. Predictions of long-term performance of granular iron permeable reactive barriers:field-scale evaluation[J]. Journal of Contaminant Hydrology, 2011, 123(1/2):50-64.
[85]	OBIRI-NYARKO F, GRAJALES-MESA S J, MALINA G. An overview of permeable reactive barriers for in situ sustainable groundwater remediation[J]. Chemosphere, 2014, 111:243-259.
[86]	HOSSEINI S M, ATAIE-ASHTIANI B, KHOLGHI M. Bench-scaled nano-Fe⁰ permeable reactive barrier for nitrate removal[J]. Groundwater Monitoring&Remediation, 2011, 31(4):82-94.
[87]	ELJAMAL O, THOMPSON I P, MAAMOUN I, et al. Investigating the design parameters for a permeable reactive barrier consisting of nanoscale zero-valent iron and bimetallic iron/copper for phosphate removal[J]. Journal of Molecular Liquids, 2020, 299:112144.
[88]	POLONSKI M, PAWLUK K, RYBKA I. Optimization Model for the Design of Multi-layered Permeable Reactive Barriers[C]//IOP Conference Series:Materials Science and Engineering, 2017, 245:072017.
[89]	PAWLUK K, POLONSKI M, WRZESINSKI G, et al. Two-Objective Optimization for Optimal Design of the Multilayered Permeable Reactive Barriers[C]//IOP Conference Series:Materials Science and Engineering, 2019, 471:112044.
[90]	MOHAMMED M. Effect of Geological Heterogeneity on Permeable Reactive Barriers in Groundwater Remediation[D]. United States——Missouri:University of Missouri-Kansas City, 2006.
[91]	TAN Y, LIANG J, ZENG G M, et al. Effects of PRB design based on numerical simulation and response surface methodology[J]. Chinese Journal of Environmental Engineering, 2016, 10(2):655-661.
[92]	BENNER S G, BLOWES D W, MOLSON J W H. Modeling preferential flow in reactive barriers:implications for performance and design[J]. Ground Water, 2001, 39(3):371-379.
[93]	ELDER C R. Evaluation and design of permeable reactive barriers amidst heterogeneity[D]. Madison:The University of Wisconsin, 2001.