重金属污染土壤修复技术研究的现状与展望

目前重金属污染土壤的修复主要采用物理化学技术和植物修复技术,根据其作用和过程和机物,物理化学技术主要包括化学固化,土壤淋洗和动电修复;植物修复技术包括植物稳定,植物挥发和植物提取,本文就各种修复技术的原理,优缺点,实用性及其国际研究与发展动态作一简述。     

土壤Hg污染及修复技术研究

早在 2 0世纪 6 0年代初期 ,日本查明了“水俣病”[1] 是由甲基Ｈｇ污染造成的 ,引起世界范围内人们对Ｈｇ污染危害的重视 ,使其研究日益增多。Ｈｇ通过不同途径进入土壤环境 ,土壤中的Ｈｇ经过复杂的物理、化学反应 ,大部分以各种形态滞留在土壤中 ,同时Ｈｇ在作物可食部分积累并进入食物链循环 ,对人体健康构成威胁。我国被Ｈｇ污染的耕地面积有 3.2× 10 4 ｈａ ,每年产生污染环境的Ｈｇ达 1.9× 10 8ｋｇ[2 ] 。土壤一旦遭受Ｈｇ污染 ,对人类健康构成潜在的危害 ,因此土壤Ｈｇ污染的治理及生物修复技术研究应运而生。重金属污染治理的传…     

利用氮同位素技术探讨天津地表水氮污染

地表水的氮污染状况与水质、区域景观等密切相连。本文分析了天津地表水的三氮(NO3-N、NH4+-N、NO2-N)组成,以及部分水样NO3-N和NH4+-N的N同位素组成。结果显示:NO3-N的含量为0.01～16.51mg.L-1,均值为2.25mg.L-1,部分样品NO3-的含量超过50mg.L-1(以NO3-N计为11.29mg.L-1);NH4+-N的含量为0～10.60mg.L-1,均值为1.15mg.L-1,有1/4水样超过1.5mg.L-1;另外,在所有样品中有1/12水样有较高的NO2-N。NO3-N为大部分水样无机氮的主要形态,污水等部分水样以NH4+-N为主要形态。NO3-N同位素值的变化范围为-5.5‰～+28.6‰,均值为+9.0‰(n=49),中值为+8.5‰;NH4+-N同位素值的变化范围为-8.8‰～+34.3‰,均值+11.6‰(n=11),中值为+13.6‰。水化学和同位素结果分析表明,该区地表水的氮主要来源为生活污水,而且氮形态转化受硝化作用、挥发作用以及可能的反硝化作用影响明显。     

污染土壤淋洗修复技术研究进展

土壤淋洗修复技术是一种行之有效的污染土壤治理技术,适合于快速修复受高浓度重金属和有机物污染土壤与沉积物。本文综述了土壤淋洗修复技术的特点、技术流程、土壤淋洗剂的研究与应用进展,指出异位土壤淋洗修复技术因修复效果稳定,易于实现系统控制和废弃物减量化等优点而具有更广阔的应用前景,天然螯合剂和生物表面活性剂等环境友好型淋洗剂正逐渐取代人工螯合剂和化学表面活性剂成为土壤淋洗剂研究的主流方向,而现代超分子化学的引入和发展有可能对复合污染土壤的高效淋洗修复研究产生新的影响。     

微生物修复农田土壤重金属污染技术分析

文章通过了解微生物修复的基本定义与特征,结合农田土壤整体重金属污染情况,有针对性地引入了微生物修复技术,并观察其修复实况,分析微生物修复农田土壤重金属污染的效果,并基于此不断调整与优化修复方案,希望最大程度地发挥微生物修复技术的作用。这对于农田土壤的可持续、高效利用具有基本的保障意义,并能为后续相关研究提供可参考数据。     

石油污染土壤的生物修复技术

简要综述了土壤生物修复技术及其在石油污染土壤修复中的应用现状,着重讨论了生物强化修复技术及其应用过程中所涉及的关键技术问题;介绍了真菌-细菌协同修复石油污染耕地以及该技术与秸秆填埋发酵相集成修复油-盐混合污染耕地的研究成果。     

汞污染土壤植物修复中转基因技术的应用

汞是一种全球性污染物.随着工业的发展、汞矿开采的加速,土壤汞污染日益严峻,给生态环境和人类生活带来了严重的威胁.因此,汞污染土壤的修复问题受到了广大学者的关注.针对受污染的土壤修复问题,植物修复技术具有成本低和不会给环境带来新的危害等特点.本文对目前国内外汞污染土壤修复植物修复技术的研究进行了综述,介绍了转基因技术在汞污染土壤中的应用,探讨了转基因技术在环境治理和环境修复中潜在的应用价值.     

污染土壤微生物修复技术

因具处理方式多样、可因地制宜、对环境影响小、处理成本低等特点,目前微生物技术广泛应用于污染土壤修复。本文从原理、技术及处理工艺三方面综述了污染土壤微生物修复研究进展和发展现状,指出其存在的局限性及土壤微生物修复再今后发展方向和趋势,为污染土壤微生物修复技术的理论研究和利用提供参考。     

土壤复合污染的联合修复技术研究进展

复合污染是土壤污染的主要存在形式,其中重金属、有机污染物等是主要的污染源。例如,共存于土壤中铅和镉会发生交互作用,从而增强了镉的迁移能力。此前单一的物理、化学、生物等修复手段对复合污染的修复效果并不明显。联合修复技术的使用可以在一定程度上克服使用单一的修复手段存在的缺点,提高修复效率、降低修复成本。最近有研究表明,综合利用化学氧化和超声波方法可以在很短的时间内将土壤中的甲苯和二甲苯完全氧化为CO和CO2。介绍了综合利用物理、化学、生物等方法对土壤复合污染修复的进展,并对研究中需要注意的问题及未来的发展趋势说明。     

植物种植修复土壤重金属污染的模式、技术与效果综述

重金属污染是当今土壤污染中污染面积最广、危害最大的环境问题之一,其中植物修复技术以其经济有效、不易产生二次污染且适于大面积土壤修复等优点越来越受到重视。因此,以植物修复技术对重金属污染修复的影响为研究内容,侧重研究桉树、白花泡桐、向日葵、毛白杨以及节节草等植物对土壤重金属污染修复的研究进展,以期为重金属污染修复技术的发展提供一定的理论基础和实践意义。     

Subsurface Biofilm Barriers for the Containment and Remediation of Contaminated Groundwater

An engineered microbial biofilm barrier capable of reducing aquifer hydraulic conductivity while simultaneously biodegrading nitrate has been developed and tested at a field-relevant scale. The 22-month demonstration project was conducted at the MSE Technology Applications Inc. test facility in Butte, Montana, which consisted of a 130 ft wide, 180 ft long, 21 ft deep, polyvinylchloride (PVC)-lined test cell, with an initial hydraulic conductivity of 4.2 × 10^-2 cm/s. A flow field was established across the test cell by injecting water upgradient while simultaneously pumping from an effluent well located approximately 82 ft down gradient. A 30 ft wide biofilm barrier was developed along the centerline of the test cell by injecting a starved bacterial inoculum of Pseudomonas fluorescens strain CPC211a, followed by injection of a growth nutrient mixture composed of molasses, nitrate, and other additives. A 99% reduction of average hydraulic conductivity across the barrier was accomplished after three months of weekly or bi-weekly injections of growth nutrient. Reduced hydraulic conductivity was maintained by additional nutrient injections at intervals ranging from three to ten months. After the barrier was in place, a sustained concentration of 100 mg/l nitrate nitrogen, along with a 100 mg/l concentration of conservative (chloride) tracer, was added to the test cell influent over a six-month period. At the test cell effluent the concentration of chloride increased to about 80 mg/l while the effluent nitrate concentration varied between 0.0 and 6.4 mg/l.     

Subsurface Biofilm Barriers for the Containment and Remediation of Contaminated Groundwater

An engineered microbial biofilm barrier capable of reducing aquifer hydraulic conductivity while simultaneously biodegrading nitrate has been developed and tested at a field-relevant scale. The 22-month demonstration project was conducted at the MSE Technology Applications Inc. test facility in Butte, Montana, which consisted of a 130 ft wide, 180 ft long, 21 ft deep, polyvinylchloride (PVC)-lined test cell, with an initial hydraulic conductivity of 4.2 × 10^?2 cm/s. A flow field was established across the test cell by injecting water upgradient while simultaneously pumping from an effluent well located approximately 82 ft down gradient. A 30 ft wide biofilm barrier was developed along the centerline of the test cell by injecting a starved bacterial inoculum of Pseudomonas fluorescens strain CPC211a, followed by injection of a growth nutrient mixture composed of molasses, nitrate, and other additives. A 99% reduction of average hydraulic conductivity across the barrier was accomplished after three months of weekly or bi-weekly injections of growth nutrient. Reduced hydraulic conductivity was maintained by additional nutrient injections at intervals ranging from three to ten months. After the barrier was in place, a sustained concentration of 100 mg/l nitrate nitrogen, along with a 100 mg/l concentration of conservative (chloride) tracer, was added to the test cell influent over a six-month period. At the test cell effluent the concentration of chloride increased to about 80 mg/l while the effluent nitrate concentration varied between 0.0 and 6.4 mg/l.     

TOPSIS-Based Screening Method of Soil Remediation Technology for Contaminated Sites and its Application

A soil remediation technology screening system has not yet been established in China, and the existing supporting conditions for soil remediation technology cannot meet the supervision needs of contaminated sites’ remediation. Considering the soil remediation technology screening methods for contaminated sites in developed countries and the supervision requirements of contaminated sites in China, this article briefly introduces the main characteristics of decision-making methods, and the screening indices, including technical, economic, social, and environmental factors, are suggested. The technique for order performance by similarity to ideal solution (TOPSIS) was used to establish a screening process for soil remediation technology, and the analytic hierarchy process (AHP) method was utilized to obtain the weights of the screening indices. Tthe suggested screening method was then applied in a chromite ore-processing residue site in China, and suitable remediation technology (in-situ chemical reduction-oxidation) was proposed. The research results could provide scientific and technological support for the supervision of contaminated sites in China.     

Literature Review of 2-D Laboratory Experiments in NAPL Flow,Transport, and Remediation

The migration of nonaqueous phase liquid (NAPL) contaminants in the subsurface results in a complex multiphase environment due in part to heterogeneity in both the soil and fluid saturations. To accurately predict the flow, transport, and remediation of NAPL contaminants, research has focused on laboratory and numerical modeling of the subsurface environment. Within this research, 2-D laboratory model are advantageous due to the fact that the capillary, viscous, and buoyancy forces found in the subsurface environment can be reproduced. Thus, they can be used to study flow and transport, test and develop remediation technologies, and verify numerical models. However, to date a comprehensive review of the 2-D experimental work has not been compiled. The review presented in this article should be of interest to geohydrologists, engineers and scientists involved in both applied and research aspects of NAPL-contaminated aquifers.     

我国污染土壤修复研究现状与展望

介绍了我国土壤污染的突出特点及其危害,回顾了污染土壤从清洁技术研究到物理、化学和生物修复研究的历程,总结了污染土壤修复取得的初步成果,提出了污染土壤修复的实质和系统技术方法。根据我国土壤污染的实际和修复需求,本文提出了当前本领域急需开展的研究内容,预测了污染土壤修复研究对环境科学相关学科的推动作用。     

Oxalate Extraction of Pb and Zn from Polluted Soils: Solubility Limitations

Oxalate (Ox) was used to extract Pb and Zn from industrially contaminated soils. Although Ox effectively releases metals bound by hydrous oxide soil components, it forms insoluble salts with some heavy metals unlike conventional extractants (e.g., EDTA). The insolubility of PbOx(s) (K_sp=2.74 × 10^?11) precluded the use of Ox as a single-step extractant even for soils mildly contaminated with Pb. The usefulness of Ox as a Zn extractant, however, depends on the level of soil contamination. A Zn solubility model, based on published equilibrium constants, was developed to assess Ox suitability as a function of system conditions. Precipitation of ZnOx(s) hindered Zn recovery under acidic conditions where formation of soluble oxalato complexes was small. For pH<3, the presence of 1?M Ox actually reduced Zn release compared to simple acid washing. Although Ox displaces oxide-bound metals and thus is potentially useful in soil washing, solubility limitations must be defined for effective remediation of metal-laden soils.     

In-Situ Remediation of TCE in Clayey Soils

The remediation of solvent contaminated low permeable soils poses a significant problem for many facilities. A consortium of industrial partners (Monsanto, DuPont and General Electric), the USEPA and the DOE jointly developed a technology that integrates electrokinetics with in-situ treatment of chlorinated organics to address this problem. The process, called Lasagna^TM, utilizes a DC electric field to move pore water and contaminants uniformly through the soil mass to treatment zones emplaced within the contaminated area. The emplacement is performed using common piling technologies and results in little or no wastes. The treatment materials emplaced are typically iron, coke and kaolin. After two in-field demonstrations, a full-scale Lasagna remediation system was implemented at the DOE facility in Paducah, KY for the remediation of TCE contaminated clay soils. The system was installed and operated over a two-year period. The process was shut down in December 2001 after meeting the cleanup target of 5.6 mg/kg specified by the Record of Decision (ROD) for the site. The final results show an average TCE concentration of 0.38 mg/kg.     

Risk-Based Zoning Strategy for Soil Remediation at an Industrial Site

After determining at an early stage of the project that the future land use of this New Jersey chemical manufacturing site remain industrial in nature, the site was zoned according to risk. The chemicals of concern (COCs) at the site included relatively low levels of mono- and polynuclear aromatic hydrocarbons, chlorinated aliphatics, as well as other volatile and semivolatile compounds. Direct human exposure scenarios were the key to the mitigation of risks related to soils because the groundwater migration pathway was already interrupted using groundwater recovery. A focused remedial strategy was developed to ensure that the exposure pathways (inhalation, ingestion, and dermal contact) are alleviated and the remedial measures are protective to the workers operating and/or maintaining the site. The risk evaluation process included a preliminary risk assessment (Tier 1) based on a comparison with pertinent soil cleanup criteria, a prioritization analysis to rank zones, chemicals and pathways of concern, and an application of the Risk Based Corrective Action (RBCA) approach (Tier 2) for construction worker exposure scenario. The risk assessment identified selected areas that would benefit from remedial actions. Prioritization Analysis classified the site into five high-priority (comprising 97% of the total health-based risk), three medium-priority (contributing to remaining 2 to 3% of the risk), and adequately protected areas. The boundaries and volumes of affected areas were delineated based on confirmatory soil sampling and statistical analyses. The remedial technologies selected for the site have achieved appropriate reduction in risk to comply with all State regulations and include (in addition to the institutional controls): ??Capping the site where only immobilesemivolatile contaminants are present ??Excavation and on-site treatment of the soils impacted by volatile organic com pounds through ex situ low temperature desorption, or alternative “biopile” treatment and natural attenuation, and ??Excavation and off-site disposal of limited volumes of soils This risk-based, integral approach helped identify the real significance of contamination present at the site and facilitated the development of suitable and adequate remedies. Had not it been for this approach, the mere comparison with soil cleanup criteria would have unnecessarily resulted in denoting all areas as nuisance contributors, and thus requiring some actions. New Jersey Department of Environmental Protection (NJDEP) has approved this approach and contributed to its accomplishment.     

Optimization of 2-D Electrode Configuration for Electrokinetic Remediation

A practical evaluation of one- and two-dimensional applications of electric fields for in situ extraction of contaminants is provided. The evaluation is based on contaminant transport by electroosmosis and ion migration. Parameters evaluated include electrode requirements, effectiveness of electric field distribution, remediation time, and energy expenditure. Formulation is provided for calculating cost components of the process, including electrode, energy, chemicals, posttreatment, fixed, and variable costs. Equations are also provided for evaluating optimum electrode spacings based on energy and time requirements. The derivations show that spacing between same-polarity electrodes is as significant in cost calculations and in process effectiveness as that between anodes and cathodes. Decreasing the same-polarity electrode spacing to half the anode-cathode spacing will result in a 100% increase in electrode requirements, but will decrease the area of the ineffective electric field by one half. Selection of the voltage gradient impacts the optimum electrode spacing. The analysis show that a minimum exists in the cost versus electrode spacings relationship.