共查询到20条相似文献，搜索用时 62 毫秒
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为了查明陕西省大荔县高氟地下水的分布、形成条件,本文通过环境地质调查及水样测试,从地层、气象、地质地貌、水文地质及水文地球化学等几个角度进行了系统分析。研究表明,大荔县高氟地下水的分布、形成条件受地质、气候、地貌和水文地质的控制,大气降水在入渗过程中通过水岩作用及淋滤作用将岩石和土壤中氟元素带入地下水中,在蒸发作用下浓缩,最终形成高氟地下水。该研究可为解决大荔县饮水安全问题提供水文地质依据。 相似文献
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陕西定边平原高氟地下水的形成、分布及改水途径研究 总被引：2，自引：0，他引：2
定边平原高氟地下水的形成,受控于地质环境、气候、地貌和水化学条件等;成因可分为溶滤型、浓缩型和溶滤一浓缩型。其水平分布规律,受地貌、地质和水文地质条件的控制。防氟改水方法,要因地制宜,灵活多样,综合改水;应采取打井和打窖相结合,分散供水与集中供水相结合,引水与理化除氟相结合。 相似文献
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天山北麓中段受构造控制,水文地质条件较为复杂.研究孔隙水水化学特征及苏打水（NaHCO3型）形成机制对了解天山北麓中段地下水水文地球化学过程与地质条件之间的联系具有重要意义.基于新疆天山北麓中段平原区209组地下水水样,结合地质条件,采用半变异函数模型、绝对主成分得分多元线性回归模型（PCA/APCS-MLR）剖析了潜水和承压水中水化学类型空间分布特征、地下水化学组分源贡献率、苏打水形成的地质条件控制因素以及水文地球化学作用.结果表明:山前倾斜平原潜水、冲积平原潜水和承压水分别以Na2SO4、NaHCO3和Na2SO4型水为主,其中苏打水分别占总水样的7.18%、14.83%、6.22%.承压水中Na+、HCO3-、TDS空间自相关性较强,潜水中Na+、HCO3-、TDS空间自相关性较弱,当水中TDS < 1 000 mg/L时更有利于NaHCO3型水的形成.溶滤-富集因子（F1）、外界输入因子（F2）、原生地质因子（F3）和地质环境因子（F4）对地下水中水化学指标的平均贡献率分别为29.44%、15.99%、7.70%和6.71%.苏打水形成过程不仅受控于矿物溶滤、阳离子交换、混合作用和脱硫酸作用等多种水文地球化学作用,还受到地质环境、地质构造及水文地质条件的影响. 相似文献
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大荔潜水含水层中氟的赋存规律及水化学成因 总被引：1，自引：0，他引：1
大荔县地处渭河断陷盆地东部,潜水中氟含量较高,氟的赋存受水文,气候,地形地貌、地质背景、水文地质、水文地球化学等多种因素的制约,根据浅层地下水调查资料采用美国地质调查局的PHREEQC软件来研究地下水中氟赋存规律.该地区降雨量小,蒸发强烈,高氟水的成因可分为,蒸发浓缩型和溶滤富集型.岩性主要为黏土、亚黏土、细砂,孔隙小,富含氟的矿物成分为地下水中高氟提供了丰富的物质来源.地下水水位埋深浅,包气带中毛细上升高度高,导水性差,多层交互含水层结构为高氟地下水提供了得天独厚的赋存条件.结合水文地球化学的作用,研究了氟与其主要络合离子的存在形式和组分浓度以及它们的矿物来源的溶解-沉淀情况,来揭示氟在地下水径流方向上的演化规律. 相似文献
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吉林省龙井市石井金银矿位于长白山系老爷岭南麓的丘陵地貌中,区内地下水的形成、分布、埋藏条件严格受地质构造、岩性、地貌等条件控制,地下水的补给来源为大气降水。矿区含水层主要类型为：第四系砂砾石孔隙潜水含水层、基岩风化构造裂隙水含水层、构造裂隙脉状水含水层（带）;三种地下类型水富水性都较小,对矿床影响不大,该矿区水文地质条件属简单类型。 相似文献
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内蒙古河套平原浅层高铁高氟地下水分布与成因 总被引：1，自引：0，他引：1
为了查明内蒙古河套平原高铁高氟地下水的分布与形成原因,通过实地调查、监测、资料分析和试验测试等方法手段,详细研究了地下水中铁、氟的分布、地球化学特征及其来源。结果表明:高铁水主要分布在平原中部的冲湖积平原,地势低洼和地下水的排泄地带含量最高;高氟水主要以条带状分布在山前的冲洪积扇地带;在调查研究区12510.83 km2的范围内,深度在10~40 m的浅层地下水中,分布有高铁水9310.66 km2,高氟水2308.35 km2,分别占调查研究区总面积的74.40%和18.45%;研究认为,河套平原高铁高氟地下水的形成主要是由自然地质环境所致,是不同地质环境条件下环境水文地球化学作用的结果;地下水中的铁主要来源于由黄河携带来的大量的第四系沉积物,而溶出的主要原因是地下氧化还原条件的变化;地下水中的氟主要来源于平原周边的山区,气候、地质构造、水文地质和水化学条件是氟富集的主要因素;研究表明河套平原高铁水与高氟水不存在正相关关系。 相似文献
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S. Viswanathan K. Surya Prakash Rao B. Mahabaleswar 《Journal of the Geological Society of India》2013,82(6):621-627
Komatiites are mantle-derived ultramafic volcanic rocks. Komatiites have been discovered in several States of India, notably in Karnataka. Studies on the distribution of trace-elements in the komatiites of India are very few. This paper proposes a simple, accurate, precise, rapid, and non-destructive wavelength-dispersive x-ray fluorescence (WDXRF) spectrometric technique for determining Sc, V, Cr, Co, Ni, Cu, Zn, Rb, Sr, Y, Zr, Nb, Ba, Pb, and Th in komatiites, and discusses the accuracy, precision, limits of detection, x-ray spectral-line interferences, inter-element effects, speed, advantages, and limitations of the technique. The accuracy of the technique is excellent (within 3%) for Sc, V, Cr, Co, Ni, Cu, Zn, Rb, Sr, Zr, Nb, Ba, Pb, and Th and very good (within 4%) for Y. The precision is also excellent (within 3%) for Sc, V, Cr, Co, Ni, Cu, Zn, Rb, Sr, Y, Zr, Nb, Ba, Pb, and Th. The limits of detection are: 1 ppm for Sc and V; 2 ppm for Cr, Co, and Ni; 3 ppm for Cu, Zn, Rb, and Sr; 4 ppm for Y and Zr; 6 ppm for Nb; 10 ppm for Ba; 13 ppm for Pb; and 14 ppm for Th. The time taken for determining Sc, V, Cr, Co, Ni, Cu, Zn, Rb, Sr, Y, Zr, Nb, Ba, Pb, and Th in a batch of 24 samples of komatiites, for a replication of four analyses per sample, by one operator, using a manual WDXRF spectrometer, is only 60 hours. 相似文献
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E. M. Prasolov S. A. Sergeev B. V. Belyatsky E. S. Bogomolov K. A. Gruzdov I. N. Kapitonov R. Sh. Krymsky V. O. Khalenev 《Geochemistry International》2018,56(1):46-64
This paper reports the first results of a study of 11 isotope systems (3He/4He, 40Ar/36Ar, 34S/32S, 65Cu/63Cu, 62Ni/60Ni, 87Sr/86Sr, 143Nd/144Nd, 206–208Pb/204Pb, Hf–Nd, U–Pb, and Re–Os) in the rocks and ores of the Cu–Ni–PGE deposits of the Norilsk ore district. Almost all the results were obtained at the Center of Isotopic Research of the Karpinskii All-Russia Research Institute of Geology. The use of a number of independent genetic isotopic signatures and comprehensive isotopic knowledge provided a methodic basis for the interpretation of approximately 5000 isotopic analyses of various elements. The presence of materials from two sources, crust and mantle, was detected in the composition of the rocks and ores. The contribution of the crustal source is especially significant in the paleofluids (gas–liquid microinclusions) of the ore-forming medium. Crustal solutions were probably a transport medium during ore formation. Air argon is dominant in the ores, which indicates a connection between the paleofluids and the atmosphere. This suggests intense groundwater circulation during the crystallization of ore minerals. The age of the rocks and ores of the Norilsk deposits was determined. The stage of orebody formation is restricted to a narrow age interval of 250 ± 10 Ma. An isotopic criterion was proposed for the ore-bearing potential of mafic intrusions in the Norilsk–Taimyr region. It includes several interrelated isotopic ratios of various elements: He, Ar, S, and others. 相似文献
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奥地利安东帕有限公司 《岩矿测试》2009,28(3):306-306
最新的流行病学研究表明,空气中较高浓度的悬浮细颗粒可能对人类的健康有不利的影响。根据该项研究显示,由于心脏病、慢性呼吸问题和肺功能指标恶化而导致死亡率的升高与细尘粒子有关。这些研究结果已经促使欧盟于1999年4月出台了限制空气中二氧化硫、二氧化氮、氧化氮、铅和颗粒物含量的法案(1999/30/EC),对各项指标包括对可吸入PM10颗粒的浓度提出了新的限制性指标。PM10颗粒是指可以通过预分级器分离采集的气体动力学直径小于10μm的细颗粒。目前研究的兴趣重点逐步偏向PM2.5这些更细微颗粒物,PM2.5这种颗粒物对健康有明显的不利影响。在欧盟指令2008/50/EC中,对PM10和PM2.5都提 相似文献
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Mining induced subsidence can significantly affect mining costs where major surface facilities and natural environment need to be protected. Overburden grout injection is a technology used to control coal mine subsidence by injecting the mine waste material extracted from the coal back into the inter-burden rock during longwall mining. The flowing slurry is here categorised as a nonlinear viscous cohesive (Bingham plastic) fluid. During longwall mining the grout slurry is pumped into the separated beds of the rock mass through a central vertical borehole, which is drilled deep into the inter-burden rock strata above the coal seam. However, a blockage can occur in the injection system when the slurry velocity falls below a certain critical threshold velocity, indicating a material phase change from cohesive-viscous to cohesive-frictional. In situ field injection tests through boreholes have been simulated at a smaller scale at the CSIRO laboratory in Brisbane by pumping the slurry through a radial disk (gap = 4 mm) from its centre. Laboratory experiments indicate a general, nonlinear, cohesive, viscous, frictional model for shear behaviour of the slurry, in which the material shear parameters are functions of the disk radial distance. Complete dimensional and dimensionless analytical solutions have been developed based on an approach related to Bingham–Herschel–Bulkley fluid mechanics. The derived formulae include relations for minimum pump pressure, local pressure and pressure gradient, wall shear stress, volume rate, velocity and velocity gradient. The theoretical results match the experimental measurements. The experiments covered slurries with maximum particle sizes of 0.5 to 2 mm with about 50% being larger than 100 µm. The viscosities at the various solids concentrations were measured with a standard torsion viscometer. This study differs from the previous research in several distinct aspects, namely, consideration of the variable shear parameters rather than fixed values, inclusion of total nonlinear behaviour, and implementation of a friction function to mimic behaviour of the deposited and consolidating stiff slurry, which can cause a significant pressure rise as a result of the increased shear resistance. 相似文献
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《Applied Geochemistry》2001,16(2):137-159
Five hundred and ninety-eight samples of terrestrial moss (Hylocomium splendens and Pleurozium schreberi) collected from a 188,000 km2 area of the central Barents region (NE Norway, N Finland, NW Russia) were analysed by ICP-AES and ICP-MS. Analytical results for Al, B, Ba, Ca, K, La, Mg, Mn, Na, P, Rb, Si, Sr, Th, U and Y concentrations are reported here. Graphical methods of data analysis, such as geochemical maps, cumulative frequency diagrams, boxplots and scatterplots, are used to interpret the origin of the patterns for these elements. None of the elements reported here are emitted in significant amounts from the smelting industry on the Kola Peninsula. Despite the conventional view that moss chemistry reflects atmospheric element input, the nature of the underlying mineral substrate (regolith or bedrock) is found to have a considerable influence on moss composition for several elements. This influence of the chemistry of the mineral substrate can take place in a variety of ways. (1) It can be completely natural, reflecting the ability of higher plants to take up elements from deep soil horizons and shed them with litterfall onto the surface. (2) It can result from naturally increased soil dust input where vegetation is scarce due to harsh climatic conditions for instance. Alternatively, substrate influence can be enhanced by human activity, such as open-cast mining, creation of ‘technogenic deserts’, or handling, transport and storage of ore and ore products, all of which magnify the natural elemental flux from bedrock to ground vegetation. Seaspray is another natural process affecting moss composition in the area (Mg, Na), and this is most visible in the Norwegian part of the study area. Presence or absence of some plant species, e.g., lichens, seems to influence moss chemistry. This is shown by the low concentrations of B or K in moss on the Finnish and Norwegian side of the (fenced) border with Russia, contrasting with high concentrations on the other side (intensive reindeer husbandry west of the border has selectively depleted the lichen population). 相似文献
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Marta L. PATINO-DOUCE Alberto PATINO-DOUCE Mazhar QAYYUM Roger L. NIELSEN 《Geostandards and Geoanalytical Research》1994,18(2):195-198
We have developed a set of four synthetic standards for the rare earth and high field strength elements designed for use in the determination of those elements in silicates. The base material is a glass nominally at the eutectic of the MgO-Al2 O3 -SiO2 ternary system. The nominal doping level was 2 wt% of the elements as oxides. To avoid problems associated with peak interference, the elements were doped in four separate glasses. 相似文献
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Alexander E. C. Broberg J. S. Kehren A. R. Graziani M. M. Turri W. L. 《Environmental Geology》1993,22(4):353-361
Bellechester, Minnesota, is a small community of approximately 155 residents located on the county line between Goodhue and Wabasha counties in southeast Minnesota's karst region. Bellechester is served by a 21-year-old wastewater treatment facility (WWTF) consisting of three waste-stabilization ponds. On 28 April 1992 six sinkholes were discovered to have drained cell 2 of the WWTF resulting in the loss of approximately 8.7×106 1 of partially treated effluent and about 600 m3 of soil into previously undetected subsurface voids of unknown dimensions. In the week following the collapse, approximately 200 water wells located within a 5-km radius of the WWTF were sampled in an after-the-fact, emergency sampling program. Twelve samples with elevated fecal coliform levels, 18 samples with nitrate-nitrogen greater than the 10 mg/1 standard, and no samples with elevated chlorides were found. However, the elevated levels could not be unambiguously attributed to the WWTF collapse. This is the third WWTF to fail by sinkhole collapse in southeast Minnesota since 1974. All three collapsed lagoons have been located in similar geomorphic and stratigraphic settings. However, at least two lagoons have collapsed in the adjacent area in northeast Iowa, and these lagoons are located at different stratigraphic positions. Twenty-two WWTFs constructed in southeast Minnesota's karst region in the last 25 years have been identified as subject to potential sinkhole collapse. An unknown but significant number of manure storage lagoons, flood control structures, etc., have also been constructed in the karst region and are at risk. Public agencies are beginning to develop plans to deal with the risk associated with existing and future waste lagoons in this environment. The critical hydrogeologic parameters that can be used to prioritize the risk of collapse at existing facilities include: (1) the lithology of the first bedrock beneath each lagoon, (2) the thickness of surficial materials between the lagoon and the bedrock surface, (3) the presence and construction of liners (seepage rate), and (4) the proximity to existing sinkholes. 相似文献