盛源盆地南部铀成矿水文地球化学条件分析

本文阐述了盛源盆地南部铀成矿的地质、水文地质和水文地球化学条件 ,分析了区内放射性水异常的产出、分布特征和控制因素 ,认为坝口等地段水的循环深度大 ,深部氧化 还原过渡带发育 ,大面积、交互叠加的放射性水异常是寻找大型隐伏铀矿床的重要标志。     

柱撑蛭石吸附去除废水中重金属离子的实验研究

分别利用有机柱化剂十二烷基磺酸钠(SDS)和无机柱化剂聚羟基铝(HA)对蛭石进行柱撑制得十二烷基磺酸钠柱撑蛭石(SDS-V erm icu lite)和聚羟基铝柱撑蛭石(HA-V erm icu lite),并通过XRD、红外光谱、ZETA电位等表征手段对柱撑蛭石进行表征,同时针对柱撑蛭石对Cu2 ,Cd2 ,C r3 3种重金属离子的吸附进行研究,结果表明:吸附去除率受反应时间、重金属离子的初始浓度、pH值等因素的影响,经柱撑后的蛭石对重金属离子吸附的吸附性能比蛭石原矿要强。柱撑蛭石吸附3种重金属离子的动力学吸附过程可用E lov icb方程和双常数方程进行较好的拟合。     

煤矸石回填地基的环境效应研究

为了弄清楚煤矸石回填地基对复垦区的环境效应,以开滦矿区吕家坨复垦新村为例,介绍了地基回填煤矸石工艺,分析了煤矸石化学成分及其含量;采用室内淋溶实验,对pH、总硬度（CaCO3）、F^-、SO4^2-、Pb、Cd和Cr^6＋浓度等地下水环境质量指标进行分析,探讨了煤矸石回填地基对水环境的影响;讨论了煤矸石回填地基对大气质量的影响;参照《城市放射性废物管理办法》规定,评价了回填地基煤矸石的放射性对人体健康的危害。结果表明：通过现场振动压实试验确定了回填地基分层充填、分层振动压实参数及碾压趟数,确定按照煤矸石与土体积之比5：2进行回填,若回填一层厚500mm煤矸石,则要回填一层厚200mm粉煤灰或土,地表覆土厚度确定为0．5m;煤矸石中SiO2和Al2O3含量较高,属基性岩类,同时煤矸石含有炭、铝和CaO等物质,易发生水解和风化等现象;地基分层回填压实的复垦工艺减少了煤矸石中有害物质的释放量,降低了污染物的迁移速度,不会对水环境造成污染;地基回填煤矸石也显著减少粉尘和有害气体的排放量,降低对大气的污染;研究区煤矸石不属于放射性废物,不会影响人体健康,可作为建筑材料使用。     

关于尤卡山项目的一些思考

简要论述了美国尤卡山项目研发的历史进程,讨论了该项目目前的进展状态,以及由此引出可供我国高放废物地质处置研发工作值得思考的若干问题。笔者认为,目前尤卡山项目进展受阻的主要原因是政治因素,而不是场址的自然条件和科学技术因素。关于该项目的不同意见之争还将会继续下去,最后可能只有通过进一步的科学论证和法律途径得以解决。     

乌鲁木齐河源1号冰川表层雪的化学特征——以低分子有机酸和无机阴离子为例

表层雪是联系大气成分与冰芯记录的重要纽带,是研究成冰作用过程中化学组成变化的起点.为配合天山乌鲁木齐河源1号冰川成冰作用过程中化学组成变化的研究,对1号冰川积累区(海拔4130 m)一个完整年度的表层雪样品进行了低分子有机酸和无机阴离子含量的分析.结果显示:表层雪中低分子有机酸主要有HCOO^-、CH₃COO^-、C₂H₅COO^-和(COO)₂^2-,无机阴离子主要有F^-、Cl^-、NO₂^-、NO₃^-、SO₄^2-和PO₄^3-.除(COO)₂^2-外,大部分高浓度的有机酸和无机阴离子因受到周围环境和盛行风的影响呈现出明显的季节变化特征,即夏半年离子浓度变化剧烈,最大值和最小值同时出现在夏半年,冬半年的浓度则相对小而稳定;而(COO)₂^2-和低浓度的无机阴离子随季节变化的特征不明显,在全年均显示出波动性.在外界条件不变的情况下,表层雪可以长时间(至少半年时间)保存其中高含量的化学组成不被改变.     

Microplastic pollution in surface water and sediments of Qinghai-Tibet Plateau: Current status and causes

To study the current status and causes of the microplastic pollution in surface water of the Qinghai-Tibet Plateau, this paper compared the average microplastic abundance in sediments and surface water of the Qinghai-Tibet Plateau and the results are as follows. First, the average microplastic abundance in surface water of the independent rivers and the whole area is 247–2686 items/m³ and 856 items/m³, respectively. The average microplastic abundance in sediments of independent rivers or lakes and the whole area is 0–933 items/m² and 362 items/m², respectively. Meanwhile, the degree of microplastic pollution in river sediments is higher than that in lake sediments, and the rivers suffering from microplastic pollution mainly include the Brahmaputra River, Tongtian River, and Nujiang River. Second, compared with the microplastic pollution in other areas of the world, the levelof microplastic pollution in the lakes and rivers of the Qinghai-Tibet plateau is not lower than that of well-developed areas with more intensive human activities. Finally, this study suggests that relevant government departments of the Qinghai-Tibet Plateau should strengthen waste management strategies while developing tourism and that much attention should be paid to the impacts of microplastics in the water environment.©2021 China Geology Editorial Office.     

化学与稳定同位素指纹示踪原油类污染:以广东南海两次小型溢油事件为例

化学和稳定同位素指纹是目前国际上用于示踪石油类污染来源及其环境命运的有效技术。通过气相色谱-质谱(GC—MS)分析可疑重油与被污染水体及植物表面污染物的饱和烃和芳烃分布以及生物标志化合物姥姣烷、植烷、“不可分辨的混合物”(UCM)等化学指纹特征,对比可疑重油与被污染水体表面漂浮重油的沥青质同位素组成,追踪了发生在广东省南海市的两次小型重油泄漏事件。结果揭示,2002年10月16日晚发生的污染事件源于某饲料公司锅炉房的重油泄漏;而2002年10月25日的泄漏事故则是某加油站重油渗漏所致。     

运城市地下水资源开发利用的问题及对策

通过对运城市平原区地下水超量开采引起的环境地质问题以及工业废水、生活污水对地下水的污染状况的分析,基于可持续发展思想,提出加强沿黄地下水水源地的建设开发,加大节水灌溉设施建设,调整开采层位,对地下水资源合理定价,严格控制工业废水及生活污水对地下水资源的污染等一系列对策措施.     

沈阳细河地区土壤镉污染源地球化学研究

镉是一种毒性很大、在自然界中分布广泛的重金属元素。利用辽河流域生态地球化学调查中取得的土壤、大气干湿沉降、灌溉水及农药化肥等样品,对沈阳细河地区土壤中镉污染源进行了甄别及追踪。结果表明: 沈阳细河地区土壤中镉元素污染是由人为源引起,且镉元素污染源主要为污水灌溉、大气降尘及磷肥三种途径。     

Environmental impact of an urban landfill on a coastal aquifer (El Jadida, Morocco)

The El Jadida landfill is one among many uncontrolled dumping sites in Morocco with no bottom liner. About 150 tons/day of solid wastes from mixed urban and industrial origins are placed directly on the ground. At the site of this landfill, the groundwaters circulate deeply (10–15 m) in the Cenomanian rock (calcareous–marl), which is characterised by an important permeability from cracks. The soil is sand–clay characterized by a weak coefficient of retention.The phreatic water ascends to the bottom of three quarries, which are located within the landfill. These circumstances, along with the lack of a leachate collection system, worsen the risks for a potential deterioration of the aquifer.To evaluate groundwater pollution due to this urban landfill, piezometric level and geochemical analyses have been monitored since 1999 on 60 wells. The landfill leachate has been collected from the three quarries that are located within the landfill. The average results of geochemical analyses show an important polluant charge vehiculed by landfill leachate (chloride = 5680 mg l⁻¹, chemical oxygen demand = 1000 mg l⁻¹, iron = 23 000 μg l⁻¹). They show also an important qualitative degradation of the groundwater, especially in the parts situated in the down gradient area and in direct proximity to the landfill. In these polluted zones, we have observed the following values: higher than 4.5 mS cm⁻¹ in electric conductivity, 1620 and 1000 mg l⁻¹ respectively in chlorides and sulfate (), 15–25 μg l⁻¹ in cadmium, and 60–100 μg l⁻¹ in chromium. These concentrations widely exceed the standard values for potable water.Several determining factors in the evolution of groundwater contamination have been highlighted, such as (1) depth of the water table, (2) permeability of soil and unsaturated zone, (3) effective infiltration, (4) humidity and (5) absence of a system for leachate drainage. So, to reduce the pollution risks of the groundwater, it is necessary to set a system of collection, drainage and treatment of landfill leachates and to emplace an impermeable surface at the site of landfill, in order to limit the infiltration of leachate.