温度耦合驱动下土壤-地下水有机污染物迁移规律与模拟研究进展

场地土壤-地下水有机污染空间分布受场地温度场、水动力场、化学场和生物场等多场控制。明晰有机污染物在土壤-地下水系统中的空间分布规律和驱动机制，定量模拟污染迁移过程，是有效开展污染控制与修复的前提。在众多的影响因素中，温度通过改变有机污染物的理化性质及多相流、化学/生物作用驱动参数，进而影响其在土水介质中的迁移及空间分布。本文综述了有机污染物理化性质（密度、黏度、溶解度）和有机污染化学/生物驱动（挥发、吸附和生物降解）关键参数与温度之间的解析关系，及考虑温度影响的土壤-地下水中有机污染传质过程模拟的研究进展，并针对目前模拟研究的不足提出了耦合温度场的土壤-地下水有机污染物迁移数学模型，为定量探究温度耦合驱动下的有机污染物迁移转化过程和规律提供启示。     

北京市东南郊再生水灌区地下水多环芳烃污染风险评估

为研究污染物随再生水进入地下环境后其迁移衰减情况及对地下水的潜在危害性,以Multi-cell模型为基础,结合污染物质量守恒、在水土中吸附再分配、生物降解等机理,针对地下水污染风险评估构建了计算污染物随水在土壤剖面的垂向迁移衰减一维模型,并以北京通州大兴再生水灌区为研究区域,以再生水中持久性有机污染物多环芳烃萘和菲为研究对象,根据当地钻孔资料及灌溉水水质、地下水水质资料,应用该模型进行试算。结果表明,经过多年连续灌溉后,通州大兴大部分地区进入潜水含水层的萘、菲浓度较低,整体污染风险较低,仅在通州区潞城镇等个别地区萘、菲浓度较高,应引起重视;由于大兴区整体包气带较厚,其污染风险低于通州区。土壤粘土层是萘、菲积累的主要层位,其吸附容量远大于细砂等粗颗粒介质,在土壤表层低环多环芳烃迁移性更强。应用这一模型,能够较为宏观地掌握通州大兴再生水灌区不同区域地下水中多环芳烃萘和菲的污染风险差异。     

三江平原地下水脆弱性评价的熵权系数法模型

地下水脆弱性研究是保护地下水环境工作的基础。对地下水脆弱性进行评价,可为合理地保护、开发和利用地下水资源,实现地下水资源的可持续利用提供有益参考。地下水脆弱性评价的关键是指标体系的建立。结合三江平原实际情况,在传统的DRASTIC模型基础上,建立新的指标体系,包括以下7项指标：地下水埋深、含水层的净补给、含水层的介质类型、土壤介质类型、含水层水力传导系数、土地利用率和人口密度。根据相关性分析,该评价指标体系较为合理。传统的评价方法,如层次分析法或模糊数学方法,不能排除主观确定权重的人为干扰,评价结果往往带有一定程度的主观性误差。为了合理地对地下水脆弱性进行评价,首次将熵权系数法模型应用于地下水脆弱性评价之中。该方法的权重通过计算过程得出,排除了人为的主观性干扰,为地下水脆弱性评价提供了一种新的方法。将该方法应用于三江平原的地下水脆弱性评价,得到了满意的结果。该模型的评价结果与基于实数编码加速遗传算法的投影寻踪模型的评价结果完全相同,说明熵权系数法可以应用于地下水性评价,其评价结果可为有关决策部门提供参考。     

基于AHP的DRASTIC模型在银川市潜水防污性能评价中的应用

[目的]探讨银川市区域地下水防污性能,为都市圈的建设、规划以及地下水资源的保护等方面提供科学依据.[方法]以银川市绕城高速内的城区为研究区,综合水文地质条件,选取地下水埋深、净补给量、含水层富水性、土壤类型、包气带岩性和水力传导系数等6个评价因子,利用层次分析法(AHP)确定因子权重,建立适合银川市当地的地下水防污性能...     

场地土壤污染物归趋、风险评估和修复治理研究进展

随着城市化快速发展与产业结构的调整,“退二进三”政策的实施以及重污染企业地理位置的变迁,使得多数城市产生大量可再利用再开发的场地。当前场地土壤环境污染状况日益严峻,对场地土壤开展污染物来源识别,成因解析和防控管理等已成为场地土壤污染治理修复的研究重点。基于国内外文献,综述了场地土壤污染物迁移转化过程、风险评估、治理修复等研究进展,发现场地中污染物的来源、输送的“源－汇”关系和不同介质/界面间迁移转化机制等环境行为的综合性研究有待进一步深化;风险评估框架与方法仍具有一定的不全面性和不确定性;绿色可持续联合修复技术已成为土壤修复治理的核心。未来需加强场地土壤“多来源、多途径、多介质、多界面、多尺度”环境过程和机理以及“排放来源、输送途径、迁移转化、动态累积”生态风险评估的系统研究,发展绿色可持续修复功能材料和技术,以期为我国本土场地土壤污染防控管理与修复治理提供依据。     

基于水力侵蚀过程的土壤有机碳变化驱动机制研究进展

土壤有机碳库是陆地生态系统中影响全球碳循环格局的重要组成部分，有机碳的品质与数量成为决定土壤碳汇形成和温室气体排放的关键因素，准确把握水力侵蚀各阶段有机碳组分动态特征与变化机制有助于科学评估土壤侵蚀影响土壤碳源汇的净效应。在阐述有机碳及其组分在分散剥离-运移-沉积基本过程中的主要动态特征与运移机制的基础上，对相关研究进展进行总结，提出未来研究应从土壤团聚体入手，在定性及定量两个层面进一步深入探索水力侵蚀作用下有机碳选择性迁移与矿化机制，并将研究的重点放在不同侵蚀过程中有机碳组分与功能微生物的相互作用上来，为准确评估碳动态提供技术支撑的突破口。     

固体废物处理厂地下水污染预测及控制模拟

[目的]以江苏省镇江市新区大港片区某固体废物处理厂为研究对象,对地下水污染情况进行模拟研究,为同类建设项目及企业的地下水污染预测和防治提供参考。[方法]通过系统分析该固体废物处理厂野外水位和水质观测数据以及水文地质条件等资料,利用Visual Modflow软件构建了地下水水流和溶质运移模型。[结果]对厂区污水处理站防渗破损后特征污染物CODMn和氨氮运移情况以及地表硬化污染控制措施对污染物的阻隔效果进行预测评价,数值模拟预测污染物的影响范围、超标范围和最大运移距离。预测时间20a后,污染物影响范围最大,运移距离最远,且CODMn影响范围较氨氮大,运移距离较远;地表硬化后,20a后污染羽未超出评价范围。[结论]污染物主要沿水流方向迁移,对水环境的影响随时间逐渐增大,污染物浓度随着迁移距离的增加而减小,不同污染物在地下水含水层中的溶质运移范围和迁移距离不同。地表硬化措施能有效控制污染物扩散。     

典型滴滴涕废弃生产场地污染土壤的人体健康风险评估研究

对我国典型滴滴涕(DDT)废弃生产场地的疑似重污染区进行环境调查、污染土壤人体健康风险评估和土壤修复建议目标值计算。结果表明,该场地污水处理池周边的关注污染物主要为p,p’-DDT、p,p’-DDD、p,p’-DDE、1,4-二氯苯、氯仿和氯苯,临近污水处理池北侧和东侧的区域土壤中污染物垂向迁移明显,其他区域土壤污染物主要分布于0～50 cm土层。前5种关注污染物的致癌风险均超过10-6,部分点位p,p’-DDT和氯苯的非致癌危害指数大于1。不确定性分析表明,半挥发性有机物p,p’-DDT、p,p’-DDD和p,p’-DDE经口腔摄入土壤和皮肤接触土壤暴露途径对总风险的贡献率超过98%,挥发性有机物氯苯、1,4-二氯苯和氯仿经吸入室内空气暴露途径对总风险的贡献率高达99%以上。土壤颗粒密度、土壤容重和土壤含水率是敏感参数。p,p’-DDT、p,p’-DDD、p,p’-DDE、氯苯、1,4-二氯苯和氯仿的土壤修复建议目标值分别为5.84、6.19、4.36、36.2、0.55和0.02 mg kg-1。     

不可提取态有机质对菲和萘的吸附过程的影响

土壤对疏水性有机污染物的吸附实际上是土壤中矿物和有机质两部分共同作用的结果。土壤有机质的作用相当重要，因为与矿物相比，它通常对疏水性有机污染物具有较大的热力学亲合力。因此，土壤吸附有机污染物机理的研究主要是从土壤有机质的角度进行的。土壤有机质组成复杂，主要包括非特异性有机质和腐殖质，其中腐殖质约占有机质总量的50％-80％，包括胡敏酸、富里酸和胡敏素。早期的实验研究认为疏水性有机污染物在土壤有机质相中表现为线性分配，可以用平衡分配系数来描述。但是，随着实验研究的深入，平衡分配模型不能合理解释疏水性有机污染物的一些吸附特征，如非线性吸附、溶质竞争吸附以及解吸过程的滞后现象等。后来，Weber和Huang提出土壤吸附有机污染物的三端元模型。同时Pignatello和Xing提出双模式吸附模型。都认为土壤有机质存在明显的不均匀性，并且提出了“软碳”与“硬碳”的概念。     

红壤坡耕地侵蚀过程中土壤有机碳的选择性迁移

土壤侵蚀对土壤有机碳的稳定性、碳素平衡及全球碳循环的影响已引起了人们的广泛关注,但对不同类型有机碳在侵蚀过程中的流失、迁移及消长行为与过程的差异还知之甚少.为此,本文在我国亚热带地区选择了一由泥页岩低丘形成的坡耕地,采用1.44 m2微径流小区与集水小区观察试验相结合的方法,采样分析了土壤、微径流小区土壤剥离物和集水小区排水口沉积物中有机总碳、黑碳、颗粒态有机碳和腐殖质碳,比较研究了各形态有机碳迁移行为的差异性.结果表明,微径流小区收集的土壤剥离物中有机总碳含量高于土壤,前者与后者有机总碳的比值(富集系数)在1.63～2.53之间.说明富含有机碳的土壤物质被优先剥离.集水小区收集的沉积物与土壤有机总碳的比值(富集系数)为1.30～2.33,低于土壤剥离物与土壤有机总碳的比值,说明在径流运移过程中侵蚀物质中的部分有机碳发生了损失,微径流小区试验收集的土壤剥离物中黑碳的富集系数为1.46～2.32.而集水区收集的沉积物中黑碳的富集系数为1.91～2.74.高于径流小区试验,说明黑碳在整个侵蚀迁移过程中发生了连续富集,这可能与黑碳比重较轻、对微生物降解抗性较强、容易发生悬迁有关.     

Risks due to groundwater contamination at a plutonium processing facility

The specter of contaminated groundwater looms over industrialized, suburban, and rural areas. The sources of groundwater contamination are many and the contaminants numerous. Historical waste disposal practices pose the greatest threat to groundwater in the United States. Common solvents such as trichloroethylene, tetrachloroethane, benzene, and carbon tetrachloride have been found in widespread areas. For this study, a risk assessment is performed using a multimedia environmental transport model to estimate public risk from a contaminated groundwater plume. From 1955 to 1973, a crib above the groundwater plume was used for the disposal of plutonium processing waste. The plume contains chemical and radioactive wastes that could pose a health threat to people living in the vicinity of the site. Remedial designs are selected for remediating the different contaminants in the groundwater plume through a multiple phase treatment process. This study evaluates: baseline health risks to the public, health risk reduction to the public as a result of the remedial activities, health risk to the workers directly involved in cleaning up the site, and costs associated with each remedial activity.     

Selection of Tolerant Plants and Their Arrangement to Restore a Forest Ecosystem Damaged by Air Pollution

Wastewater and groundwater has been used for irrigation in the Valsequillo District, east central Mexico, for nearly 50 years. The environmental impact of wastewater on groundwater in the unconfined shallow aquifer is evaluated by means of hydrogeological, microbiological, hydrogeochemical and isotopic evidences. The shallow aquifer consists of upper Tertiary volcano-sedimentary rocks with a calcite-rich matrix. Groundwater from wells near the wastewater canal had similar total coliforms concentrations as the wastewater (～100 MPN 100 mL^-1). The hydraulic head in near-canal wells had a recovery of 10 m until 1983, indicating shallow recharge from wastewater. A bicarbonate vs. calcium plot shows a well-defined mixing process between wastewater and unaffected groundwater. Stable isotopic data (δD and δ¹⁸O) show characteristic signatures for wastewater and non-impacted groundwater, and define a mixing line between those end-members and groundwater affected by wastewater infiltration. Tritium data indicate that non-impacted groundwater is ‘pre-atomic hydrogen bomb’ (>50 yr), whereas the wastewater has a ‘younger’ signature. Tritium data from wells inside the district clearly indicate a mixing process between waste and groundwater. These results demonstrate the interaction and hydrochemical processes between wastewater and shallow groundwater at the site.     

Spatial and Temporal Changes of Jet Fuel Contamination in an Unconfined Sandy Aquifer

Leakage of jet fuel from an oil skimmer has resulted in soil and groundwater contamination at the fire fighting training site of the Oslo international airport. The site is located on an unconfined sandy aquifer formed by the Gardermoen ice contact delta. A strong relationship between hydrogeological settings and spatial distribution of the hydrocarbons has been observed. Leaching hydrocarbons constitute a source of dissolved BTEX and naphthalene. Concentration of the dissolved hydrocarbons, electron acceptors and metabolic by-products has revealed concomitant changes in space and in time, in response to groundwater fluctuations. Correlation between high concentrations of hydrocarbons, elevated alkalinity and depleted electron acceptors supports the hypothesis that intrinsic bioremediation has been taking place at the site. Naphthalene, however, has been found persistent under anoxic conditions. Calculations of biodegradation potential indicates that Fe(III) reduction, methanogenesis, nitrate and sulphate reduction are the main factors controlling biodegradation.     

Prediction of Contaminants Migration at Unlined Landfill Sites in an Arid Climate – a Case Study

Landfilling of municipal solid waste (MSW) is associated with the generation of leachate that is highly contaminated. Contaminant migration from disposal areas to groundwater poses a threat to the environment and the human health. This study examined the contaminant migration at a landfill site in Kuwait. The migration characteristics of contaminants were analyzed using advanced computing systems to predict the long-term plume concentration in underlying soils and aquifers located directly below the final waste layer. Mathematical models of contaminant migration were applied to existing landfill sites using MIGRATEv9 computer program to illustrate the scope and extent of soil and water contamination. Two main cases were modeled as follows: (1) water table is deep below landfill and (2) water table is rising into the landfill. The models included advective-dispersion, and buried landfills systems. The comparison between models results suggested that vertical Darcy velocity had a significant impact on migration behavior of contaminants. The concentration was increased by 24.5% by increasing the vertical Darcy velocity from 0.005 to 0.009 m/year. Advection–dispersion models and water rising models with fixed top boundary and aquifer bottom boundary at 2 and 3.5 m showed almost the same migration behavior. In addition, models of buried landfill system where water table was 5 m from ground surface produced a maximum contaminant concentration of 17 630 mg/L after 25 years at 5 m depth.     

亚洲土壤和地下水金属污染风险评价---综述近期研究趋势以及现有环境法律法规

Asia is experiencing a more rapid economic growth compared to any other regions. The contamination of soil and groundwater with metals can mainly be attributed to human activities; therefore, risk assessments to characterize the nature and magnitude of risks to humans and ecological receptors from contaminants are important. Risk assessments are often iterative processes, which involve identification and filling data gap. Experimental samplings, geostatistical and multivariate statistical methods as well as multimedia risk assessment modeling are the three major methodologies used in the assessment of metal contamination in soil and groundwater. This review highlights a number of measurements for improving risk calculation methods and expounds scientific approaches that involve the identification of the major source of contamination, exposure pathways and bioavailability of metals. In general, risk assessments of metals in soil and groundwater worldwide are mainly focused on the levels of contamination, identification of exposure pathways, and prediction of the probability of contamination. To date, very limited studies have reported the development of relevant environmental laws and policies in the regulation of soil and groundwater contamination in Asia. The development, variations and limitations in the regulations of soil and groundwater contamination among developed countries may provide helpful guidance for the developing countries in Asia.     

华北农区浅层地下水硝酸盐分布特征及其空间差异性

华北平原地下水硝酸盐污染备受关注,然而受地貌类型、土地利用、土壤结构、含水层水文地质条件等因素差异性的影响,对区域尺度上农区浅层地下水硝酸盐污染程度和特征尚没有统一定论。本文通过综述过去华北平原地下水硝酸盐污染程度的相关研究,并结合近年来对华北平原农业种植区浅层地下水硝酸盐研究所取得的认识,指出补给源区(太行山低山丘陵区)、山前平原和低平原3个典型地貌类型区浅层地下水硝酸盐研究存在的问题:补给源区土地利用变化多样、土壤和含水层渗透性好,要重视对源区氮输入的控制,加强低山丘陵区气候变化对水文过程和氮迁移过程影响机制的研究;山前平原区是农业高产区,地下水埋深较深且包气带厚度大,较高的浅层地下水硝酸盐浓度除了与点源、污水渗漏以及污水灌溉等直接影响因素有关外,农田过量肥料施用对地下水硝酸盐影响的程度、水氮迁移路径以及未来潜在风险是农区地下水硝酸盐研究中亟需关注的问题;低平原区较细的土壤沉积结构减缓了氮向下迁移的速度,但地下水埋深较浅,二者的制约关系决定了地下水硝酸盐浓度,因此应在理解地表水-土壤-地下水转化关系的基础上评估地下水硝酸盐污染的风险。     

工业遗留场地复合型污染分层健康风险评估研究

以某典型有机物-重金属复合型污染场地为研究对象,根据该场地水文地质特征将土层划分为回填土(0~4.1 m)、粉质黏土(4.1~6.5 m)、粉土(6.5~8.5 m)和粉砂(8.5~13.8 m)等4层,运用HERA软件分别进行健康风险评估,推算了土壤和地下水的风险值及修复目标值,并以此划分修复范围和确定修复技术。结果表明,土壤中存在严重的有机污染(苯和甲苯)和重金属(Cr(Ⅵ))污染,苯的最大致癌风险为0.000 155,甲苯的最大非致癌危害商为2.14;Cr(Ⅵ)在下层土壤中不存在暴露途径危害人体健康,而仅在表层回填土中存在致癌和非致癌危害商(0.014 2和97.6);地下水中关注污染物健康风险在可接受范围内;苯、甲苯在各土层中的修复目标值分别为:回填土层0.434、708 mg/kg;粉质黏土层0.807、2 460 mg/kg;粉土层1.42、4 440 mg/kg;粉砂层2.51、8 140 mg/kg;Cr(Ⅵ)仅在回填土层计算出修复目标值为0.251 mg/kg。苯、甲苯等挥发性有机物分层修复目标值随土层深度增加而变大,Cr(Ⅵ)等重金属修复目标值不遵循这个规律,因此,分层健康风险评估更适用于挥发性有机物健康风险评价。     

Uranium in the Groundwater of Permo-Triassic Aquifers of the Visok Region, Stara Planina, Eastern Serbia

An elevated concentration of uranium in the water of some springs in the Permo-Triassic sedimentary rocks of the Visok region, south-eastern slopes of the Stara Planina, eastern Serbia, is interpreted based on geological, hydrogeological and hydrochemical data. Uranium concentration in groundwater was first examined whilst exploring for uranium minerals as an energy resource. The purpose of a later hydrogeological investigation was assessment of a safe drinking water supply to a planned ski-centre hotel. The maximum contaminant level for uranium, recommended by the World Health Organization (WHO), is 15 μg/L. This work reviews and interprets the naturally elevated uranium in springs from the Permo-Triassic sediments of Visok, focusing on geological, hydrogeological, hydrogeochemical and other factors of uranium contamination. Uranium distribution in groundwater from Permo-Triassic aquifers was studied by taking groundwater, spring sediment and rock samples. The varied mobility of uranium depends largely on lithology, which also controls the chemistry of groundwater. The investigation results have shown that sulfate–calcium groundwater is a suitable facilitator of uranium mobility with a high migration coefficient of 0.77. Uranium concentrations in this water were up to 41 μg/L, with a Sa/Sr mass ratio of around 20, and a mineral content of about 0.5 g/L. The hydrochemistry was characteristically transitional Eh and pH neutral. Elevated uranium in groundwater has been reported globally and may be compared.