贴不贴泡石油污水对地下水的污染分析

贴不贴泡是大庆某石油化工总厂生产废水排放场地,其作用相当于一个水面较大的氧化塘。本文对大庆市贴不贴泡周边地下水采集样品,以研究其对周边地下水的污染状况。结果显示:纳污泡附近地下水受到不同程度石油类污染,石油类污染物还仅限于湖泡区内,在剖面上的分布基本限于潜水层内,局部达到弱透水层顶部附近。石油类污染物在其中的迁移速度很低,特别是水平迁移速度更小,才使污染近30年的场地地下水受到的石油烃污染不是十分严重。     

地下水环境影响评价导则执行过程中遇到的问题及建议

对中国各地区地下水的水质情况进行了调查,分析了地下水环境管理和保护工作中的问题,指出地下水污染防治工作的重要性、迫切性。对《环境影响评价技术导则地下水环境》(HJ 610-2011)的工作等级划分、环境影响识别、环境现状调查、影响评价及污染防治等内容进行了简要介绍,汇总了评价导则执行后,对各类项目进行地下水评价过程中遇到的困难和问题,并在对各种问题进行分析的基础上,提出了有针对性的解决方法和建议。     

四川红层浅层风化带裂隙水水化学特征的聚类分析

四川红层盆地浅层风化带裂隙水是区内分布最为广泛和目前开采最多的浅层地下水类型,本文通过对大量控制性水样分析结果进行聚类分析,探讨了该地区浅层风化带裂隙水的水化学成分特征及其分布规律,结果表明区内91%以上的浅层风化带裂隙水为HCO3-型淡水,主要分布在中部方山丘陵小区、南部台状低山丘陵小区和东部侵蚀构造平行岭谷低山丘陵小区。该研究可为开发利用浅层地下水提供地学依据。     

海岸带含水层咸淡水界面随潮汐波动的数值模拟

在分析、研究了滨海地带含水层和不透水层的水文地质特性及含水层内的咸淡水渗流运动特征的基础上,运用数学推理的手法,建立了一种较为简单适用的模拟海岸带含水层咸淡水界面和天然地下水面变动规律的二维数学模型,通过该模型的计算值与实验值的比较,证明该模型的计算结果与实验结果有着非常好的拟合度,即该模型能较客观地揭示海水入侵引起的咸淡水界面的变化规律.其后,运用该模型系统的探讨了含水层以下为非平坦的不透水层的滨海地带天然地下水面、咸淡水界面伴随着潮汐的波动而变化的规律.即伴随着潮汐的波动,一方面天然地下水面和咸淡水界面与潮汐具有相似的振动波形,波动的幅度随离海岸距离的增加而减小.在海岸附近咸淡水界面的振幅大于天然地下水面的振幅,而在离开海岸一定距离后天然地下水面的振幅超过咸淡水界面的振幅.总体上天然地下水面的振幅呈负指数衰减,而咸淡水界面的振幅几乎呈直线衰减(其衰减直线的倾角在135～150 °之间变动),且潮汐波动对天然地下水面影响的范围远大于其对咸淡水界面的影响;另一方面天然地下水面和咸淡水界面波动的振幅及它们之间的相位差的大小还与天然地下水面的水力坡度、含水层的渗透系数、有效孔隙率、不透水层形状及其变动的幅度有关,但它们之间的相位差的大小与潮汐波动的幅度无关,其振幅与潮汐的振幅成比例增减.当不透水层的形状一定时,不论天然地下水面的水力坡度、含水层的渗透系数、有效孔隙率及潮汐波动的幅度怎么变动,天然地下水面、咸淡水界面振动的相位差的变化趋势及其峰值出现的位置几乎不变,即不透水层的形状决定着天然地下水面、咸淡水界面振动的相位差的变化趋势,而其大小与含水层的水文地质参数(水力坡度、渗透系数及有效孔隙率)密切相关.此外,当天然地下水面和咸淡水界面的振动存在相位和振幅的较大差异时,可以断定含水层以下存在非平坦的不透水层,且这种差异越大,不透水层凸凹不平的程度越高.     

Spatial and temporal variations in groundwater nitrate at an intensive dairy farm in south-east Ireland: Insights from stable isotope data

Achievement of at least “good ecological status” in all waterbodies under the EU Water Framework Directive by 2015 will in some cases be a challenge. The twin challenge is to manage expectations of policy makers for such waterbodies as to a realistic length of time required for improvement in water quality. Hence, understanding the source, transformation processes and residence time of nitrate in a hydrological system is an essential part of meeting such challenges. On a dairy farm with 24 shallow groundwater wells, the dual isotopic composition of nitrate (δ¹⁵N and δ¹⁸O) was used to clarify nitrate sources, to assess spatial and temporal variability in nitrate concentrations and to determine if and where denitrification was occurring. Vertical travel time was estimated to correlate nitrate concentrations with management practices. Organically derived nitrogen was the predominant source contributing to groundwater nitrate concentrations. Denitrification was identified as prevalent within specific regions of the study site. The distinct low temporal variability in the isotopic data suggests constancy among nitrate sources and processes over time across the study site. Vertical travel times of up to 3 years were estimated on site indicating the influence of recent management practices on nitrate concentrations. Very slow horizontal migration of groundwater (decades) indicates a legacy of older management practices. Stable isotope techniques, together with an understanding of time lag, provide an extra mechanism to test the efficacy of monitoring and mitigation programmes.     

基于微生物生物完整性指数的地下水生态系统健康评价:以包钢稀土尾矿库周边地下水生态系统为例

生物完整性指数是水体生态系统健康评价的重要指标,已被广泛应用于湖泊河流等的生态系统健康评价中.但利用水体中分解者微生物群落构建IBI评价标准的报道很少,针对地下水生态系统的研究更是鲜见.本研究针对包钢稀土尾矿库周边地下水生态系统健康开展评价工作,基于地下水环境中微生物群落Illumina高通量测序信息,筛选关键环境因子,甄别敏感或耐受微生物分类属,确定候选生物参数,探索针对地下水的微生物完整性指数(microbiome index of biotic integrity,M-IBI)评价流程与标准构建方法.结果表明,总计12个地下水样点中,4个样点属于健康等级(Ⅰ级),占总样点的33.3%;2个样点属于亚健康等级(Ⅱ级),占总样点的16.7%;5个样点属于一般等级(Ⅲ级),占41.7%;1个样点属于较差等级(Ⅳ级),占8.3%;总体来看,靠近尾矿库的样点健康等级较低,而远离尾矿库参照点受到的干扰较小,健康等级较高,这可能与人类活动干扰影响程度密切相关.参照该地区地下水理化参数基础上的水质情况分析结果,发现应用M-IBI指数可较合理地评估包头稀土尾矿区周边地下水生态系统健康状况.结合生态系统健康内涵,本研究初步提出针对地下水生态系统健康的M-IBI指数评价体系构建流程.     

Efficient dechlorination of chlorinated solvent pollutants under UV irradiation by using the synthesized TiO2 nano-sheets in aqueous phase

Titanium dioxide(TiO2), which is the widely used photo-catalyst, has been synthesized by simple hydrothermal solution containing tetrabutyl titanate and hydrofluoric acid. The synthesized product has been applied to photo-degradation in aqueous phase of chlorinated solvents, namely tetrachloroethene(PCE), trichloroethene(TCE) and 1,1,1-trichloroethane(TCA). The photo-degradation results revealed that the degradation of these harmful chemicals was better in UV/synthesized TiO2 system compared to UV/commercial P25 system and UV only system. The photo-catalytic efficiency of the synthesized TiO2 was 1.4, 1.8 and 3.0 folds higher compared to the commercial P25 for TCA, TCE and PCE degradation, respectively. Moreover, using nitrobenzene(NB) as a probe of hydroxyl radical(.OH), the degradation rate was better over UV/synthesized TiO2, suggesting the high concentration of.OH generated in UV/synthesized TiO2system. In addition,.OH concentration was confirmed by the strong peak displayed in EPR analysis over UV/synthesized TiO2system. The characterization result using XRD and TEM showed that the synthesized TiO2 was in anatase form and consisted of well-defined sheet-shaped structures having a rectangular outline with a thickness of 4 nm, side length of 50 nm and width of 33 nm and a surface 90.3 m2/g. XPS analysis revealed that ≡Ti-F bond was formed on the surface of the synthesized TiO2. The above results on both photocatalytic activity and the surface analysis demonstrated the good applicability of the synthesized TiO2 nano-sheets for the remediation of chlorinated solvent contaminated groundwater.     

Arsenic removal from groundwater by acclimated sludge under autohydrogenotrophic conditions

Arsenic in the environment is attracting increasing attention due to its chronic health effects. Although arsenite(As(III)) is generally more mobile and more toxic than arsenate(As(V)), reducing As(V) to As(III) may still be a means for decontamination, because As(III) can be removed from solution by precipitation with sulfide or by adsorption or complexation with other metal sulfides. The performance of As(V) bio-reduction under autohydrogenotrophic conditions was investigated with batch experiments. The results showed that As(V) reduction was a biochemical process while both acclimated sludge and hydrogen were essential. Most of the reduced arsenic remained in a soluble form, although 20% was removed with no addition of sulfate, while 82% was removed when sulfate was reduced to sulfide. The results demonstrated that the reduced arsenic was re-sequestered in the precipitates, probably as arsenic sulfides. Kinetic analysis showed that pseudo first-order kinetics described the bio-reduction process better than pseudo second-order. In particular, the influences of pH and temperature on As(V) reduction by acclimated sludge under autohydrogenotrophic conditions and total soluble As removal were examined. The reduction process was highly sensitive to both pH and temperature, with the optimum ranges of pH 6.5–7.0 and 30–40°C respectively. Furthermore, Arrhenius modeling results for the temperature effect indicated that the As(V) reduction trend was systematic. Total soluble As removal was consistent with the trend of As(V) reduction.     

地下水中常见离子对纳米零价铁除Se（Ⅳ）动力学的影响

采用间歇实验对纳米零价铁(nZVI)除四价硒(Se(Ⅳ))进行实验性研究,考察了地下水中共存离子对nZVI除Se(Ⅳ)动力学的影响.结果表明,在厌氧条件下,当nZVI投加量为0.1 g·L-1,Se(Ⅳ)浓度为100μmol·L-1,NaCl浓度为0.01 mol·L-1,pH=7.0,T=25℃±1℃时,投加CO2-3或SO2-4浓度为1 mmol·L-1、腐殖酸(humic acid,HA)为5 mg·L-1时,明显抑制了Se(Ⅳ)的去除.投加0.5 mmol·L-1Ca2+或Mg2+时,对除Se(Ⅳ)影响不大;而Ca2+(3 mmol·L-1)、Mg2+(3 mmol·L-1)时,Se(Ⅳ)的去除效率明显下降.未加共存离子时,Se(Ⅳ)在20 min时基本去除完,共存离子存在的情况下,nZVI对Se(Ⅳ)的去除率在30 min时达到100%.反应过程中二价铁(Fe2+)随着Se(Ⅳ)的去除趋于平稳.ORP在反应过程中快速从正值下降至负值,由此说明nZVI除Se(Ⅳ)的过程发生了还原反应.     

基于物理过程的矿区地下水污染风险评价

目前国内外所做的地下水污染风险评价的实例研究一般都是从地下水的脆弱性研究出发,并未过多地考虑特征污染物对污染后果的影响.脆弱性是环境对污染物的自然敏感性,而地下水污染评价中更应当体现出污染物在地下水中的迁移分布特性.为了完善地下水污染风险评价的理论和方法,以某尾矿区为例提出了基于物理过程的地下水污染风险评价方法,在污染发生之前,根据经济社会的敏感性条件和污染物将来可能的分布范围,事先划分各个污染风险等级在含水层空间上的分布范围,然后据此反推各个风险等级所对应的污染物源强,以此作为地下水污染风险评价等级的划分标准,通过对污染物在包气带和含水层中的运移进行数值模拟来评价尾矿区地下水的污染风险.结果表明,这种基于物理过程的地下水污染风险评价方法可以给出污染物浓度和风险水平在空间和时间上的分布规律,对于单个点状的污染场地来说,具有详尽的风险表征方式,优于以往基于含水层固有脆弱性指数法的风险评价方法,该方法适用于现有污染场地的风险评价、场地优化选址和为场地建设提供设计参数.