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以大量的地下水测试数据为基础,从污染源分布及水文地质条件入手,对黄河下游平原地下水中有机污染物类型及污染程度进行了深入研究。黄河下游平原地下水普遍受到有机物污染并形成多个典型有机污染区,有机物总检出率为35．5％,检出的有机污染物种类达29种,单个样品检出的有机物种类最多达19种,部分有机物含量超过地下水饮用标准,致使地下水质量恶化。地下水污染区的分布及污染程度与污染源的种类和分布具有很好的相关性。 相似文献
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应用GC/MS等多种分析技术,对淮河盱眙段浅层地下水45个监测点三大类(挥发性有机物、半挥发性有机物和有机磷农药)共82项有机物指标进行了监测分析。结果表明,半挥发性有机物(SVOC)中酞酸二辛酯、萘和菲普遍检出,挥发性有机物(VOC)和有机磷农药指标局部检出;PAHs个别指标浓度较高。所有检出的有机污染物无论是检出率还是检出浓度水平均表现出上游高于下游的特点。该地区的浅层地下水有机物污染与淮河污染、化肥农药施用、局部点源污染及地质环境特征有关。 相似文献
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济南泉域岩溶地下水有机污染特征研究 总被引：11，自引：6，他引：5
对济南泉域岩溶地下水系统水质进行了系统的采样分析。结果表明,泉域岩溶水已普遍受有机物污染,有机污染物检出率高达93%。检出有机物多于5项的样品多分布于大中型企业附近。在所有检出的有机物中,有机氯农药类、卤代烃类检出率最高,分别达到60%、57.8%。尽管岩溶水有机污染较普遍,但有机物含量较低,仅局部地段存在有机物超标现象。泉域岩溶水有机污染特征受控于工业企业分布及地下水流场,在济南侵入岩体南缘附近形成了近长方形的岩溶水有机污染区,面积达156 km2。污染区南部地带是济南市工业集中区,灰岩浅埋,防污性能差。另外由于地下水径流方向与侵入岩体南缘线近垂直,进入灰岩含水层的有机污染物随地下水径流向北运移,造成埋藏于火成岩体之下的埋藏型岩溶水也受到污染。 相似文献
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《地下水》2020,(3)
昌邑市城区及相关产业园都坐落于潍河冲洪积扇上。2014-2015年进行的昌邑市地下水环境调查项目在该区采集了53组地表水、地下水样品,检测有机污染物90项,地表水中检出的有机污染组分24种,占检测总种类的26. 67%;地下水中检出的有机污染组分14种,占检测总种类的15. 5%;二者均未发现有机物超标现象。地表水有机污染物主要来源于当地企业排污,污水经污水处理厂处理后,有机物种类急剧降低,但很难根除,在远离排污口,有机物的检出种类减少。低强度的污染源对地下水的污染小,地下水的有机污染检出呈点状,具分散性;强度较高且持续的污染会使进入地下水中的有机物呈片状分布,有机物类型为难以降解的三氯甲烷等为主。此项研究能为昌邑市及类似地区产业布局调整、污水排放处理提供科学支撑。 相似文献
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《新疆地质》2021,(2)
为掌握和田河流域绿洲区地下水有机污染状况及对人体健康的影响,采样并检测了地下水中37项有机物,运用美国联邦环保署推荐的U.S.EPA模型对地下水有机污染的健康风险进行评估。结果表明,和田河流域绿洲区地下水中只有苯并[a]芘一种有机物被检出,含量0.037 8～0.869 1μg/L,检出率和超标率均为13.3%。该区地下水有机污染程度总体较低,仅局部区域存在地下水苯并[a]芘污染问题。健康风险评估显示,饮用地下水暴露途径下苯并[a]芘对人体健康产生的致癌风险值为3.77E-6～8.66E-5,超出了风险可接受水平。地下水中苯并[a]芘含量控制在3.76E～5μg/L以下可确保绿洲区地下水的饮用安全。 相似文献
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在对汶泗河冲洪积平原水文地质条件和污染源现状进行阐述的基础上,对不同含水岩组无机组分指标进行了分析,表明浅层孔隙水和部分地区岩溶裂隙水无机组分含量大幅增高,深层孔隙水无机物含量则变化不大。在有机污染方面,浅层孔隙水有机物检出率26.8%,但含量很低,远未达到饮用水标准限值;岩溶裂隙水有机物检出率46.7%,检出率相对较高,局部地段有机物超标;深层孔隙水有机物基本未检出。该区地下水污染评价结果表明,浅层孔隙水和岩溶裂隙水无机污染呈面状污染特征,且污染程度较重,而有机污染则呈现点状污染特征,且污染程度总体较轻。对研究区地下水污染现状,提出了地下水安全供水对策。 相似文献
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The Tel Aviv metropolitan region (200 km2), located on the sandy and phreatic Mediterranean Coastal Plain aquifer in Israel, is an example of a contaminated megasite that is additionally complicated by being part of a densely populated urban environment. Despite being a major source of fresh potable water, no dedicated aquifer monitoring systems exist. The vast majority of tested water supply wells (82% of 90 wells) were found to be contaminated with one or more chlorinated volatile organic compounds (Cl-VOCs) such as trichloroethene and tetrachloroethene, originating from multiple sources, including former industrial sites. Temporal variations in Cl-VOC concentrations in water supply wells were large and unpredictable. Such aquifer contamination requires immediate action in terms of aquifer management and municipal water distribution. To cope with temporal and spatial variations in contaminant concentrations in water supply wells in an area where monitoring wells are absent, aquifer impact areas were defined based on the concentration of the Cl-VOC contaminant in pumping wells that was greatest in relation to its drinking water standard over a 3-year period. Such a map can be used to define water supply treatment and municipal well monitoring requirements, until an adequate monitoring system is established. 相似文献
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中国典型有机污染场地土层岩性和污染物特征分析 总被引：1，自引：0，他引：1
目前我国存在大量待修复场地,其分布具有一定的规律性和区域性,场地地层系统结构复杂、渗透性空间异质性显著,污染物种类复杂。总结场地典型土层结构和典型污染物有助于有针对性地开展修复技术的研发。为此,本文收集并整理了全国136处有机污染场地相关资料,对其地域性、地层及污染物特征总结如下:目前我国已经开展调查与修复的有机污染场地主要集中在京津冀和沪宁杭地区;有机污染场地土层基本都含有黏土等低渗透介质,而且都具有非均质性,其中67%场地土层有强非均质性;沪宁杭地区场地土层渗透性总体低于京津冀和辽中南地区,此外我国京津冀和辽中南地区场地调查深度(20.3 m)总体大于沪宁杭地区(12.8 m);我国有机污染场地地下水中最常见的有机污染物种类为氯代溶剂,依次为氯代烷烃类(场地数量占比84%)、氯代苯类(场地数量占比46%)和氯代烯烃类(场地数量占比33%);最常见的3种氯代溶剂依次为二氯乙烷、一氯苯和三氯甲烷。 相似文献
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A. Arjoon A. O. Olaniran B. Pillay 《International Journal of Environmental Science and Technology》2013,10(2):395-412
Chlorinated hydrocarbons can cause serious environmental and human health problems as a result of their bioaccumulation, persistence and toxicity. Improper disposal practices or accidental spills of these compounds have made them common contaminants of soil and groundwater. Bioremediation is a promising technology for remediation of sites contaminated with chlorinated hydrocarbons. However, sites co-contaminated with heavy metal pollutants can be a problem since heavy metals can adversely affect potentially important biodegradation processes of the microorganisms. These effects include extended acclimation periods, reduced biodegradation rates, and failure of target compound biodegradation. Remediation of sites co-contaminated with chlorinated organic compounds and toxic metals is challenging, as the two components often must be treated differently. Recent approaches to increasing biodegradation of organic compounds in the presence of heavy metals include the use of dual bioaugmentation; involving the utilization of heavy metal-resistant bacteria in conjunction with an organic-degrading bacterium. The use of zero-valent irons as a novel reductant, cyclodextrin as a complexing agent, renewable agricultural biosorbents as adsorbents, biosurfactants that act as chelators of the co-contaminants and phytoremediation approaches that utilize plants for the remediation of organic and inorganic compounds have also been reported. This review provides an overview of the problems associated with co-contamination of sites with chlorinated organics and heavy metals, the current strategies being employed to remediate such sites and the challenges involved. 相似文献
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太湖流域某地区浅层地下水有机污染特征 总被引：1，自引：0，他引：1
对太湖流域某地区浅层地下水有机污染特征进行了总结，并就污染来源、污染途径和典型污染源附近浅层地下水有机污染特征等问题进行了研究。研究结果表明，该地区浅层地下水中各组分的检出率较高，但检出浓度较低，除苯在个别采样点处超出美国环保局（EPA）饮用水标准外，其余卤代烃和单环芳烃组分均没有超标；平面分布上，卤代烃和单环芳烃各组分的浓度高值点大都集中于该地区东南部的工业区内，这种空间分布特征与工业区的分布具有明显的一致性；垂向上有浅部地下水的污染程度相对较重、深部地下水较轻的特点；典型污染源周边浅层地下水的污染程度较重，但随着采样点远离污染源，地下水中各有机污染组分的浓度迅速衰减。 相似文献
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为查明场地污染分布特征,需对场地土壤和地下水进行钻探取样,按规范的检测指标进行逐一测试。在初查和详查阶段将获得大量的土壤和地下水污染数据,数据样本数量大、监测指标多,数据结构复杂,如何从场地大数据中提取价值信息已成为研究热点。以某有机污染场地为例,基于自组织映射神经网络（SOM）和K均值算法开展大数据分析,深入探讨地下水和土壤中各污染指标间的相关性。结果表明:（1）基于自组织映射神经网络的大数据分析可快速挖掘复杂多维的污染场地监测数据,有效完成关键信息的提取;（2）地下水中污染检出指标存在显著的聚类特征,同一聚类中的污染指标具备相似的空间分布特征。对场地污染物检测采取先分类后分级的优化筛选策略,减少污染物检测指标数目,从而有效降低场地检测费用;（3）土壤和地下水中污染检出指标存在良好的空间相关性,这与该污染场地地下水渗流速度缓慢有关。土壤和地下水污染检出指标空间分布的相关性,有助于场地污染源的追溯。 相似文献
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在调查华北平原一个污染年限超过35年的石油化工场地时,采用便携式仪器土层测气方法,快速、准确地测定了场地内40多个钻孔不同深度土层中挥发性有机物(VOCs)的浓度。基于对场地地质水文地质条件的认识,以及通过对大量数据的分析对比和应用空间变异分析方法,得出了对场地土层介质中VOCs污染特征的如下认识:(1)土层VOCs浓度的垂向变化可概括为污染源淋滤型、包气带扩散污染型、地下水波动带污染型和混合污染型四种污染类型;(2)在包气带砂土层和粉土层中,VOCs的扩散规律可近似用指数模型描述;(3)包气带土层中VOCs优先积聚在渗透性强的砂性土层中,砂土层中VOCs浓度是粉土层中VOCs浓度的1.5～12倍,平均3.76倍;(4)土层VOCs浓度的水平变异性表现为包气带土层的变异性要比地下水波动带土层大,且水平变异性能在25m尺度内得到充分显示;而土层VOCs浓度的垂向变异性随地而异,变化复杂,很难用统一的一个量化尺度来表征。本文对这一典型污染场地的剖析,有助于从事污染场地调查人员认识我国华北平原石油化工类场地的污染特征,并为调查与治理类似污染场地提供技术依据。 相似文献
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当地下水邂逅DNA:石油类有机污染及其生物降解 总被引：1，自引：0，他引：1
地下水科学与工程研究发展到今日,已经成为一门涉及多个领域的综合性学科。地下水污染的控制和修复研究更需要跨学科的技术和知识支持,而生物修复作为一种高效低耗修复的技术成为环境领域的研究热点。微生物因其自身特性及其对污染的降解主导特征对确定有机物污染场地的永续修复具有重要意义。简要地综述了地下水有机污染及其原位修复、有机污染物和地下环境微生物的交互作用,进一步聚焦生物降解机制、生物修复和细菌研究。在此基础上以某石油污染场地地下水为例,进行了地下水中分离微生物菌株及其降解特征的实验研究。结果表明:放线菌降解效果最好,细菌和真菌次之;两两组合降解效果好于单菌,表明存在协同作用;不同菌株混合降解率较低,表明具有拮抗作用。通过动力学实验得出对TPH的降解符合一级反应动力学方程及其降解速度和降解半衰期。就微生物对有机组分降解而言,烷烃和总石油烃降解规律相似;难降解组分降解率低,后期因烷烃转化使其浓度升高;苯浓度变化不大。微生物活性实验表明:活菌总数和脱氢酶活性与降解率呈正相关变化。运用生理生化及分子生物学方法鉴定得出了具体的菌种。 相似文献
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Krishna R. Reddy 《Geotechnical and Geological Engineering》2010,28(3):211-221
Throughout the world, subsurface contamination has become a widespread and pervasive problem. Toxic chemicals such as heavy
metals and organic compounds are commonly used in a myriad of industries. However, largely through inadvertent or accidental
release, these chemicals are presently polluting sites across the United States. In order to protect public health and the
environment, further pollution must be prevented and sites with existing contamination urgently need remediation. Unfortunately,
remediating subsurface contamination has proved to be a daunting task. Heavy metals and organic compounds often coexist and
their distribution within the subsurface is highly dependent on particle and macro-scale heterogeneities. Vast resources have
been invested to develop efficient remediation technologies, yet very few of these technologies have been successful. In-situ
remediation is often preferred due to minimal site disturbance, safety, simplicity, and cost-effectiveness. The effectiveness
of in-situ remediation technologies depends largely on the contaminant chemistry and subsurface heterogeneities (including
particle-scale heterogeneities such as fine-grained soils, soils with reactive minerals, and/or soils rich in organic matter
as well as macro-scale heterogeneities such as irregular soil layers and/or lenses). Under such heterogeneous conditions,
integrated electrokinetic remediation technology has great potential. As a safe and economical remedial option for so many
contaminated sites, the application of integrated electrokinetic remediation offers enormous public health, environmental,
and financial benefits. 相似文献
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The limitations and feasibility of the land disposal of solid wastes containing organic solvents and refrigerants (chlorinated fluorocarbons) were investigated by evaluating the attenuation capacity of a hypothetical waste-disposal site by numerical modeling. The basic theorem of this approach was that the land disposal of wastes would be environmentally acceptable if subsurface attenuation reduced groundwater concentrations of organic compounds to concentrations that were less than health-based, water-quality criteria. Computer simulations indicated that the predicted concentrations of 13 of 33 organic compounds in groundwater would be less than their health-based criteria. Hence, solid wastes containing these compounds could be safely disposed at the site. The attenuation capacity of the site was insufficient to reduce concentrations of four compounds to safe levels without limiting the amount of mass available to leach into groundwater. Threshold masses based on time-dependent migration simulations were estimated for these compounds. The remaining 16 compounds, which consisted mainly of chlorinated hydrocarbons and fluorocarbons could not be safely landfilled without severe restrictions on the amounts disposed. These organic compounds were candidates to ban from land disposal. 相似文献
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Naziha Bougharraf Dhouha Louati Mohamed Mosbahi Mohamed Jamel Rouis Hafedh Rigane 《Arabian Journal of Geosciences》2018,11(13):348
In the current research, solidification/stabilization (S/S) treatment of the contaminated soil using hydraulic binders and additives was used to (1) reduce the mobility of organic and inorganic contaminants and (2) compare the ability of various binders in fixing contaminants. The samples were collected from Franco-Tunisian Petroleum Company, located in Sidi Litayem, Sfax (Southern Tunisia). Leaching tests were performed on contaminated soil, containing metallic elements, and hydrocarbons. Calcium aluminate cement (CAC), ordinary Portland cement (OPC), and ground-granulated blast-furnace slag (GGBFS), additives especially the bentonite and water, were used for S/S treatment. The obtained standard specimens were subjected for treating after treatment the leachability of pollutants, compressive strength (CS), and XRD analysis. The results of analysis conducted on contaminated soils showed that concentrations of metallic elements were in the range of 9.08–427 mg/kg and 15,520 mg/kg of organic compound. Next, 10% of the used binder improved the immobilization of pollutants and gave a satisfactory CS exceeding 1 MPa. Thus, the CAC is more effective in reducing the leachability of metal contaminants than OPC + GGBFS and produces much higher strength, which was of the order of 2.41 MPa. The mechanical characterization was confirmed by XRD analysis. The lowest values of organic compounds are presented in mixtures treated by 10% of used binder, indicating the effectiveness of those with the presence of 10% of bentonite. This work shows that 10% (OPC + GGBFS) +?10% bentonite improved the immobilization of metallic elements and hydrocarbons, thus proving its efficiency due to its low cost. 相似文献