可渗透反应墙处理垃圾渗滤液的实验研究

文章以垃圾渗滤液为研究对象,分别用铁粉、改性膨润土、活性炭及其混合物为反应介质,设计4种不同介质配比的PRB反应器进行实验研究。结果表明,PRB对垃圾渗滤液有较好的处理效果,其中,以还原铁粉、改性膨润土为介质的反应器,对氨氮的去除效率最大为97.58%,以还原铁粉、活性炭为介质的反应器对COD的去除效率为84.87%,对总磷的去除效率最大为80%。     

南昌市大气NHx干沉降及其氮同位素昼夜变化特征

NH_x（NH₃和NH₄⁺）是大气中主要的碱性物质,NH_x干沉降是大气中NH_x移除的重要途径之一。本研究于2019年8月11日至31日在江西省南昌市东华理工大学分昼夜采集了大气NH_x干沉降样本(包括颗粒铵(NH⁺_4（p）)和气态氨(NH_3（g）)),测定了干沉降样本的NH₄⁺离子浓度、δ¹⁵N-NH₄⁺和pH,基于干沉降样品中NH_x浓度估算了大气中NH_x干沉降通量。结果显示,白天NH_x干沉降通量(0.2～25.9μg/（m²·h）,均值14.2±10.0μg/（m²·h）)低于夜晚(0.9～50.2μg/（m²·h）,均值23.1±1...     

可渗透反应墙对重金属离子Pb~(2+)、Cd~(2+)吸附效果的试验研究

以受尾矿库渗滤液重金属离子Pb2+、Cd2+污染的地下水为研究对象,用天然矿物材料红辉沸石与膨润土作为反应渗透墙(PRB)的活性介质填充材料,试验结果表明,膨润土∶红辉沸石=1∶7,PRB渗透系数处于10-4cm/s数量级且随时间下降最为缓慢;PRB对单一组分Pb2+和单一组分Cd2+去除率分别达99.95%和99.995%;但在双组分PRB体系中,重金属离子Pb2+的存在显著地抑制了PRB对Cd2+的吸附作用,优先选择性吸附顺序是Pb2+Cd2+。     

秦岭太白山南麓降水中常量无机离子特征及其来源研究

以2011年11月至2014年9月连续采集的74个有效降水样品为研究载体,运用趋势分析法和相关分析法分析太白山南麓黄柏塬地区降水中常量无机离子（NH₄⁺、Ca²⁺、Na⁺、K⁺、Mg²⁺、SO₄^2-、NO₃^-、Cl^-、F^-）的化学特征,并结合富集因子法、端源贡献法及后向气流轨迹模型探究其来源。结果表明：研究区降水中各离子浓度大小顺序为Ca²⁺ > SO₄^2- > NH₄⁺ > NO₃^- > K⁺ > Na⁺ > Mg²⁺ > Cl^- > F^-,主要阳离子是Ca²⁺和NH₄⁺,共占阳离子总量的76.21%,主要阴离子是SO₄^2-和NO₃^-,共占阴离子总量的90.83%。降水总离子年平均浓度为404.64 μeq·L^-1,相对于国内外已研究的其他高山站点偏高,表现出典型的大陆型及人为源干扰的特征。受排放源、气象因子、植被、降水量等因素影响,降水总离子浓度表现出显著的季节差异,依次为冬季 > 春季 > 秋季 > 夏季。源解析结果显示降水中SO₄^2-和NO₃^-95%以上由人为源贡献,Ca²⁺和Mg²⁺主要来源于地壳风化,Na⁺海盐源和非海盐源贡献约各占一半,K⁺主要来自于非海盐贡献,而F^-和NH₄⁺则几乎全部由人为源贡献。不同路径气团影响下的降水离子组分具有明显不同,北方气团途径太原、石家庄、北京、兰州等工业发达城市,工业燃煤交通废气排放量大,降水中SO₄^2-、NO₃^-浓度均偏高,离子总浓度也明显高于南方气团。     

某化工厂土壤与地下水Cr6+污染分布及健康风险

为掌握某化工厂Cr⁶⁺污染状况及风险水平,在研究区布设土壤与地下水采样点各19个,测定Cr⁶⁺含量,分析污染特征与成因,并开展健康风险评估。结果表明：表层土壤(0～0.5 m)Cr⁶⁺超标率为42.11%,其浓度随深度增加总体上降低,但在地下水位附近(15～20 m)回升,主要因长期淋溶作用使污染物向下迁移至含水层位富集。浅层地下水Cr⁶⁺超标率为73.68%,深层地下水超标率为37.50%。整体而言该区土壤和地下水Cr⁶⁺污染形势不容乐观,应开展水土协同治理。空间上表层土壤Cr⁶⁺分布受人类活动影响,与投产期厂内功能区的划分相关性较低。地下水Cr⁶⁺受水动力场影响,表现为西北高东南低,污染羽中心向下游方向迁移。土壤致癌风险均值为1.85×10^-6,介于10^-6～10^-4,风险中等,应引起必要重视。非致癌风险低于1,无慢性毒害影响。经口摄入土壤为主要暴露途径。地下水致癌...     

中国第二次北极科学考察沿线气溶胶成分分析

对2003年7月15~9月28日间中国第二次北极科学考察沿线所采集的气溶胶样品进行分析,获得了Na⁺、NH₄⁺ 、Ca²⁺、Cl^-、MSA、SO₄^2- 等11种离子的浓度数据(文中使用当量浓度).根据相关分析, 可将11种离子分为3类: 海盐源离子, 包括Na⁺、Mg²⁺、K⁺、Ca²⁺、Cl^-、SO₄^2-; 人为源, 包括NH₄⁺ 、NO₃^-; 其它源, 包括 CH₃COO^-、MSA、C₂O₄^2-. 气溶胶以海盐气溶胶为主, Cl^-、Na⁺ 离子分别是阴阳离子中含量最大的离子, (Na⁺ +Cl^-)对气溶胶载量(所测定的阴阳离子的总和)的贡献平均为60.2%, 占气溶胶总量的一半以上. NH₄⁺ /SO₄^2- 的比值的平均为0.45, 根据当地的大气环境和气溶胶的离子平衡, 认为气溶胶样品中NH₄⁺ 和 SO₄^2- 主要是以 NH4HSO4的形式结合. 根据考察沿线 NO₃^- 浓度的变化, 把考察沿线大致分为3个区: 日本海区, 中值为15.2 neq·m^-3; 鄂霍次克海及白令海区, 中值为1.8 neq·m^-3; 北冰洋区, 其浓度较低, 中值为0.4 neq·m^-3. 考察沿线白令海是MSA的高产区.     

秦岭主峰太白山北麓降水化学特征分析

利用太白山北麓2011年12月-2013年7月共39次降水样品数据资料, 定量分析了该区域降水化学的特征和时间变化规律. 结果表明: 太白山北麓地区降水中, 除常量离子Na⁺、NH₄⁺、K⁺、Mg²⁺、Ca²⁺、F^-、Cl^-、SO₄^2-、NO₃^-外, CO₃^2-、HCO₃^-、PO₄^3-及低分子有机酸也占有相当比例. 研究区降水常量离子浓度的顺序依次为: NH₄⁺ > SO₄^2- > Ca²⁺ > NO₃^- > Na⁺ > Cl^- > Mg²⁺ > K⁺ > F^-, 离子总浓度表现出明显的季节变化: 夏季(轻度污染) < 秋季(中等污染) < 春季(严重污染) < 冬季(极重污染). 利用因子分析法得出太白山北麓地区降水组分主要有三种来源; Na⁺、Cl^-、Mg²⁺、Ca²⁺主要来自地壳源, SO₄^2-、NO₃^-、NH₄⁺主要来自人为源, K⁺和F^-主要由海盐源和人为源共同贡献. 根据Hysplit 后向气流轨迹分析, 得出不同路径气团降水离子组分不同: 受地形等因素影响, 北方路径的气团比南方路径气团离子总浓度较高; 受土壤类型影响, 西北方向气团降水Na⁺、Mg²⁺、Ca²⁺浓度较高; 受人为活动影响, 东北方向SO₄^2-、NO₃^-、NH₄⁺浓度较高.     

中国首次北极科学考察沿线气溶胶可溶性成分的分析

中国首次北极科学考察沿线采集的大气气溶胶样品可溶性成分分析表明,大气气溶胶的平均载量为195neq·m^-3,Na⁺和Cl^-的贡献为0%,NH₄⁺和SO₄^2-的贡献为27%,nssSO₄^2-对SO₄^2-的贡献为8%.气溶胶中阴、阳离子总量基本相当,大气环境呈中性.气溶胶中可溶性成分具有较强的纬度变化特征.根据离子的变化态势可将离子分为3大类,即1)Na⁺,Cl^-,SO₄^2-,K⁺,Mg²⁺,Ca²⁺;2)NH₄⁺,NO₃^-;3)MSA.Na⁺和Cl^-具有较好的线性关系,Cl^-/Na⁺的当量浓度比为1.01,小于其在海水中的比值1.1.NH₄⁺和NO₃^-的浓度随纬度的增加呈现减少的趋势,说明在低纬度近海岸地区人类活动的污染相当强烈.MSA的浓度在白令海区出现高值,与Shemya(52°N,174°E)站夏季浓度1.79±0.83neq·m^-3(170±79ng·m^-3)相当.通过与不同海区夏季释放DMS的通量对比,进一步证明了低温有利于DMS向MSA的转化.     

祁连山老虎沟地区夏季大气颗粒物中水溶性离子的变化特征

为了研究青藏高原东北缘老虎沟地区大气颗粒物中水溶性无机离子组分的变化特征,于2016年7月16日至8月11日共采集13个PM_2.5样品和4套粒径分级样品。研究结果显示：非沙尘期间,水溶性离子总质量浓度为2.35 μg·m^-3,主要离子SO₄^2-、Ca²⁺、NH₄⁺和NO₃^-的浓度分别为1.28、0.33、0.32和0.28 μg·m^-3,约占水溶性离子浓度总和的94%;沙尘期间,水溶性无机离子总质量浓度为12.63 μg·m^-3,是非沙尘期间浓度的5倍,主要离子SO₄^2-、Ca²⁺、Cl^-、Na⁺和NO₃^-的浓度依次为5.36、4.77、0.80、0.62和0.61 μg·m^-3,约占水溶性离子浓度总和的96%。分级样品分析结果表明,NO₃^-主要分布在粗颗粒模态,可能是前体物在粉尘表面发生非均相反应产生。在沙尘时期,SO₄^2-主要为粉尘贡献,集中分布在粗颗粒模态。在非沙尘时期,SO₄^2-在粗颗粒模态和积聚模态都有较多的分布。积聚模态的SO₄^2-主要是通过前体物与NH₃发生均相反应产生。据估算,非沙尘时期的二次反应对PM_2.5中SO₄^2-的贡献约为80%。     

矿物法组合处理垃圾填埋场渗滤液的研究

垃圾填埋场渗滤液水质复杂,危害性大,对其无害化处理尚未得到很好解决。研究发现,垃圾渗滤液中有机污染物可标识划分为亲水性和疏水性两大类物质。实验针对性采用亲水的天然膨润土处理亲水性有机物,疏水的有机膨润土处理疏水性有机物,再结合鸟粪石结晶法去除氨氮,从而获得一套处理中晚期垃圾渗滤液的经济高效的矿物法组合处理技术。采用GC-MS技术鉴定经矿物法处理后的垃圾渗滤液,亲水性和疏水性有机污染物的种类和含量都明显降低。检测进水与出水的COD、氨氮及重金属浓度这三项关键指标,垃圾渗滤液原液COD为2566 mg/L,氨氮3859 mg/L,重金属Hg为0.305 mg/L。矿物法组合处理后出水的COD为245mg/L,氨氮48 mg/L,重金属Hg未检出。矿物组合法为垃圾渗滤液的无害化处理提供了一条新的思路。     

Development of modified flyash as a permeable reactive barrier medium for a former manufactured gas plant site, Northern Ireland

A sequential biological permeable reactive barrier (PRB) was determined to be the best option for remediating groundwater that has become contaminated with a wide range of organic contaminants (i.e., benzene, toluene, ethylbenzene, xylene and polyaromatic hydrocarbons), heavy metals (i.e., lead and arsenic), and cyanide at a former manufactured gas plant after 150 years of operation in Portadown, Northern Ireland. The objective of this study was to develop a modified flyash that could be used in the initial cell within a sequential biological PRB to filter complex contaminated groundwater containing ammonium. Flyash modified with lime (CaOH) and alum was subjected to a series of batch tests which investigated the modified cation exchange capacity (CEC) and rate of removal of anions and cations from the solution. These tests showed that a high flyash composition medium (80%) could remove 8.65 mol of ammonium contaminant for every kilogram of medium. The modified CEC procedure ruled out the possibility of cation exchange as the major removal mechanism. The medium could also adsorb anions as well as cations (i.e., Pb and Cr), but not with the same capacity. The initial mechanism for Pb and Cr removal is probably precipitation. This is followed by sorption, which is possibly the only mechanism for the removal of dichromate anions. Scanning electron microscopic analysis revealed very small (<1 μm) cubic highly crystalline precipitates on the flyash, although this new crystalline zeolite growth did not occur rapidly enough to enable productive zeolite formation. Surface area measurements showed that biofilm growth on the medium could be a major factor in the comparative reduction of surface area between real and synthetic contaminant groundwaters. The modified flyash was found to be a highly sorptive granular material that did not inhibit microbiological activity, however, leaching tests revealed that the medium would fail as a long-term barrier material.     

不同介质材料组合可渗透反应墙渗透性能试验研究

渗透系数是可渗透反应墙(PRB)正常运行的关键参数之一,与PRB活性填充材料的选择密切相关。本试验采用常水头渗透系数测试法,首先选用斜发沸石、红辉沸石为作为PRB的活性介质材料,考察了沸石矿物的类型和粒径对PRB渗透系数的影响,试验结果显示,同一粒径的斜发沸石PRB和红辉沸石PRB渗透系数相差一个数量级;处于同一数量级渗透系数沸石PRB,斜发沸石的粒径大于红辉沸石的粒径。在此基础上,以膨润土作为掺和活性介质材料,讨论了渗透系数处于同一数量级沸石PRB,掺和比例对渗透系数的影响,结果表明,膨润土的掺和能导致沸石PRB渗透系数量级上的差异,与斜发沸石相比,红辉沸石更有利于实现沸石PRB系统渗透系数的可调性。     

Tunisian landfill leachate treatment using <Emphasis Type="Italic">Chlorella</Emphasis> sp.: effective factors and microalgae strain performance

The potential of the autoclaved Tunisian landfill leachate treatment using microalgae (Chlorella sp.) cultivation was investigated in this study. Landfill leachate was collected from Borj Chakir landfill, Tunisia. A full factorial experimental design 2² was proposed to study the effects of the incubation time and leachate ratio factors on the organic matter removal expressed in chemical oxygen demand (COD) and ammoniacal nitrogen (NH₄─N) and on the biological response of Chlorella sp. expressed by the cell density and chlorophyll content. All experiments were batch runs at ambient temperature (25 ± 2 °C). The Chlorella sp. biomass and chlorophyll a concentrations of 1.2 and 5.32 mg L^?1, respectively, were obtained with 10% leachate spike ratio. The obtained results showed that up to 90% of the ammoniacal nitrogen in landfill leachate was removed in 10% leachate ratio spiked medium with a residual concentration of 40 mg L^?1. The maximum COD removal rate reached 60% within 13 days of incubation time indicating that microalgae consortium was quite effective for treating landfill leachate organic contaminants. Furthermore, with the 10% leachate ratio spiked medium, the maximum lipid productivity was 4.74 mg L^?1 d^?1. The present study provides valuable information for potential adaptation of microalgae culture and its contribution for the treatment of Tunisian landfill leachate.     

Optimization of a PRB structure with modified chitosan restoring Cr(VI)-contaminated groundwater

Hexavalent chromium is a soluble, mobile, and highly toxic metal ion in groundwater. Adsorption by permeable reactive barriers (PRBs) with special sorbent is a common method to remove hexavalent chromium. A series of experiments have been performed to remove hexavalent chromium in groundwater under PRB with modified chitosan. Therefore, in this paper, the authors first estimated adsorption characteristics of the modified chitosan in a column test, and then calibrated the PRB adsorption parameters in a sandbox test, and finally designed an optimal width, length, and depth of the PRB with the same reactive media in a three-dimensional aquifer. The results showed that the modified chitosan might be a potential adsorption medium. The design schemes can meet the water quality standard of 0.1 mg/L Cr(VI). Heterogeneity of dispersion is a crucial factor when designing the PRB. Therefore, the design of the PRB structures can be appropriate and serve as reference for groundwater remediation.     

片沸石、钙基膨润土去除垃圾渗滤液中有害物质的实验研究

以位于北京昌平小汤山的阿苏卫垃圾卫生填埋场渗滤液为研究对象,在不同的环境条件下:酸度(pH=5~9),温度(4℃~30℃),利用片沸石、钙基膨润土去除垃圾渗滤液中有害物质的实验,以化学耗氧量(COD)、氨氮为评价指标,分别探讨片沸石、钙基膨润土的COD、氨氮去除效果与其用量、渗滤液pH、温度、振荡时间的关系。研究表明,在实验条件下,片沸石对COD的最大去除量约为31×10-3,对氨氮的最大去除量约为27×10-3;去除COD、氨氮的最佳条件分别为:片沸石用量20 g/L、pH为5、温度4℃、振荡时间100 min。在实验条件下,钙基膨润土对COD的最大去除量约为63×10-3,对氨氮的最大去除量约为14×10-3;去除COD、氨氮的最佳条件分别为:钙基膨润土用量30 g/L、pH为5、温度4℃、振荡时间100 min。根据实验结果,对片沸石、钙基膨润土去除COD、氨氮的机理主要是氢键、静电作用及离子交换作用。     

天然与改性膨润土组合处理难生物降解垃圾渗滤液的实验研究

以北京市阿苏卫垃圾填埋场中晚期渗滤液为研究对象,通过正交实验的方法分析了改性土、原土、明矾、改性土加明矾等的用量及搅拌速度、搅拌时间、静置时间等因素对垃圾渗滤液CODcr去除率的影响。通过对改性土、原土、明矾处理垃圾渗滤液的机理进行分析后,将改性土、原土分别用来处理垃圾渗滤液中可溶性物质中的疏水性物质和亲水性物质,并结合明矾的絮凝作用组合处理垃圾渗滤液。处理后垃圾渗滤液CODcr值从4700mg/L明显下降到839mg/L,CODcr去除率为82.15%,BOD5从700mg/L下降到263mg/L,BOD5去除率为62.43%。有机改性膨润土、明矾、原土组合处理是一种有效的处理垃圾渗滤液方法。     

Environmental impact and geochemical behavior of soil contaminants from an industrial waste landfill in Southern Brazil

Industrial waste landfills produce great impacts on soil and groundwater. There are many industrial waste landfills in Vale dos Sinos, Southern Brazil, which were inadequately planned and maintained since the industry started in the first half of the twentieth century. The largest industrial landfill in the Valley, which causes the most severe impacts on soil and groundwater, is the subject of this paper, which studies the environmental impacts and behavior of contaminants in soil. The landfill was carefully mapped on a scale of 1:1,000; 88 samples were collected from soil probes; the leachate of three samples was comprehensively analyzed; and soils mineralogy and chemistry were studied. Few studies have been made on this landfill. This study shows widespread contamination of soil in the surrounding areas of the landfill. Chromium, chloride and ammonium have the highest contamination levels, reflecting their high contents in landfill leachate. Contamination by petroleum hydrocarbons, cyanide and mercury is registered in more than 65% of soil samples with low concentrations. Lead, copper and barium show low contamination restricted to a few soil samples. Soil contamination occurs mainly in the unsaturated zone of the aquifer at the convergence points of stormwater, showing that the preferential transport of contaminants occurs on surface flow followed by soil infiltration. The results of leaching tests indicate high metal sorption capacity of soil. The remediation of contaminated soil must contain at least the following actions: sealing the top of the landfill, installation of geochemical barriers, removal of the liquid waste basins without sealing the base and collection and treatment of the rainwater drainage.     

有机膨润土制备条件对其吸附有机污染物性能的影响

以溴化十六烷基三甲铵为改性剂，对天然钙基膨润土进行有机化改性，系统地研究了改性剂用量以及钠化，热活化和酸活化对有机膨润土吸附苯酚、苯胺、苯、甲苯和二甲苯的影响，并初步探讨了有机膨润土与有机物间的作用机理。实验结果表明，改进剂用量是影响有机膨润土对有机物吸附性能的主要因素；改性剂用量相同时，钠化土的吸附效果明显好于直接改性的6.0%土，而热活化和酸活化对于有机膨润土吸附不同的有机物时影响程度也不同。应用有机膨润土建造垃圾填埋场防渗衬层具有一定的可行性。