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41.
Simultaneous in situ immobilisation of uranium (U) and radium (226Ra) by injectible amounts of grey cast iron (gcFe), nano-scale iron (naFe) and a gcFe/MnO2 mixture (1:1) was studied in batch and column tests. Both 0.5 g/L naFe and gcFe are effective in 226Ra and U removal from mine water, whereas MnO2 addition clearly increased the efficiency of gcFe for 226Ra and U immobilisation. In a column test with 0.6 wt% gcFe/MnO2 mixture (1:1), neither 226Ra nor U was detected in the effluent after replacement of 45 pore volumes. A sequential extraction under flow condition revealed 226Ra to be mostly occluded in manganese oxides. Uranium was mostly sorbed onto poorly crystalline iron hydroxides, but a significant part was found to be occluded in manganese oxides also. The results of this study suggest that MnO2 promotes iron hydroxide formation under slightly reducing environmental conditions resulting in an increased pollutant retention capacity.  相似文献   
42.
为了满足可地浸砂岩铀矿的开采工艺要求,研制了HXY-800QT型拖车钻机。介绍了该钻机的设计思想、性能特点、主要部件的结构设计及生产使用情况。  相似文献   
43.
A model for the stress‐dependent elastic wave velocity response of fractured rock mass is proposed based on experimental evidence of stress‐dependent fracture normal and shear stiffness. Previously proposed models and previous experimental studies on stress‐dependent fracture stiffness have been reviewed to provide a basis for the new model. Most of the existing stress‐dependent elastic wave velocity models are empirical, with model parameters that do not have clear physical meanings. To propose the new model, the rock mass is assumed to have randomly oriented microscopic fractures. In addition, the characteristic length of microfractures is assumed to be sufficiently short compared to the rock mass dimensions. The macroscopic stress‐dependent elastic wave velocity response is assumed to be attributed to the stress dependency of fracture stiffness. The stress‐dependent fracture normal stiffness is defined as a generalized power law function of effective normal stress, which is a modification of the Goodman's model. On the other hand, the stress dependency of fracture shear stiffness is modeled as a linear function of normal stress based on experimental data. Ultrasonic wave velocity responses of a dry core sample of Berea sandstone were tested at effective stresses ranging from 2 to 55 MPa. Visual observation of thin sections obtained from the Berea sandstone confirms that the assumptions made for microstructure of rock mass model are appropriate. It is shown that the model can describe the stress‐dependent ultrasonic wave velocity responses of dry Berea sandstone with a set of reasonable material parameter values. Published 2013. This article is a U.S. Government work and is in the public domain in the USA.  相似文献   
44.
相山铀矿田是典型的火山岩型热液铀矿田,在矿田内赋存的铀矿物主要有沥青铀矿、钛铀矿、铀钍石等,大量的水云母、磷灰石、赤铁矿、绿泥石、金红石、微晶石英等矿物与铀矿物密切共生。这些共生矿物的共同特征之一为颗粒细小,呈纳米级,非晶质,胶体性质显著。铀矿物大量分布于这些胶态共生矿物的表面和裂隙中(胡宝群,2011;王倩,2016)。可知,吸附作用是导致铀富集沉淀的重要机理之一。本文以磷灰石为例,通过宏观地质特征研究及实验模拟,探讨pH、温度、热液共存组分、时间等物理化学条件对磷灰石吸附铀的制约,进而探讨磷灰石的吸附性能对富大铀矿床形成的意义。  相似文献   
45.
洪斌跃  潘家永  张笑天  刘颖 《地质论评》2016,62(S1):101-102
鹿井矿床位于南华活动带华夏褶皱带武功—诸广断隆区,闽、赣后加里东褶皱地块西缘,诸广山复式岩体中段,受遂川断裂及热水断裂组成的地堑式断陷带控制。本文主要对鹿井矿床内铀矿物的赋存状态、成分特征及组合特征进行了研究。  相似文献   
46.
鄂尔多斯盆地北部已发现系列砂岩型铀矿,由东往西依次有东胜铀矿、杭锦旗(纳岭沟)铀矿、大营铀矿等大型、特大型矿床,成为我国目前砂岩型铀矿发现规模最大、最具远景的地区。研究表明,它们具有相似的矿床地质特征和形成环境。在矿床成矿作用研究中,铀的存在形式及铀矿物特征对砂岩铀矿来说是一项重要的内容,其认识对铀的地浸开采可提供重要依据,也是了解砂岩型铀矿形成机制或矿床形成环境及成因的重要信息。本文主要从三个方面对鄂尔多斯盆地北部大营铀矿、纳岭沟铀矿等主要砂岩型铀矿中铀矿物地质地球化学特征和成因进行了研究和探讨。通过电子探针测试,高分辨率扫描电镜观察等手段,认为盆地北部铀矿的铀矿物类型主要为铀石,含少量的沥青铀矿、钛铀矿、水硅铀石、钍铀石等;铀矿物常与黄铁矿、有机质(煤屑)及方解石相伴生。采用逐级化学提取等方法定量地分析了铀矿物占矿石中铀配分的比例关系,认为其中铀矿物和吸附态约各占铀存在形式的50%。首次对砂岩型铀矿的铀矿物进行微区原位LA-ICP-MS稀土元素分析,认为ΣREE在铀矿物铀石中高度富集,是矿石中稀土元素的主要载体;稀土元素是铀矿石中可综合利用的有益组份,其标准化曲线表现为明显的右倾型,轻稀土富集,轻重稀土分馏强烈,δEu和δCe具较弱的负异常,说明总体上铀矿化形成于外生后成环境。从上述铀矿物特征,初步探讨了铀矿化形成的环境与成因,认为铀矿化形成经历了至少为低温流体作用的环境;铀矿化形成于浅部地壳即外生后成环境而与深源作用无关。  相似文献   
47.
Tooeleite, nominally Fe63+(As3+O3)4(SO4)(OH)4·4H2O, is a relatively uncommon mineral of some acid-mine drainage systems. Yet, if it does occur, it does so in large quantities, indicating that some specific conditions favor the formation of this mineral in the system Fe-As-S-O-H. In this contribution, we report the thermodynamic properties of synthetic tooeleite. The sample was characterized by powder X-ray diffraction, scanning electron microscopy, extended X-ray absorption fine-structure spectroscopy, and Mössbauer spectroscopy. These methods confirmed that the sample is pure, devoid of amorphous impurities of iron oxides, and that the oxidation state of arsenic is 3+. Using acid-solution calorimetry, the enthalpy of formation of this mineral from the elements at the standard conditions was determined as −6196.6 ± 8.6 kJ mol−1. The entropy of tooeleite, calculated from low-temperature heat capacity data measured by relaxation calorimetry, is 899.0 ± 10.8 J mol−1 K−1. The calculated standard Gibbs free energy of formation is −5396.3 ± 9.3 kJ mol−1. The log Ksp value, calculated for the reaction Fe6(AsO3)4(SO4)(OH)4·4H2O + 16H+ = 6Fe3+ + 4H3AsO3 + SO42− + 8H2O, is −17.25 ± 1.80. Tooeleite has stability field only at very high activities of aqueous sulfate and arsenate. As such, it does not appear to be a good candidate for arsenic immobilization at polluted sites. An inspection of speciation diagrams shows that the predominance field of Fe3+ and As3+ overlap only at strongly basic conditions. The formation of tooeleite, therefore, requires strictly selective oxidation of Fe2+ to Fe3+ and, at the same time, firm conservation of the trivalent oxidation state of arsenic. Such conditions can be realized only by biological systems (microorganisms) which can selectively oxidize one redox-active element but leave the other ones untouched. Hence, tooeleite is the first example of an “obligatory” biomineral under the conditions prevailing at or near the Earth's surface because its formation under these conditions necessitates the action of microorganisms.  相似文献   
48.
Hematite is a thermodynamically stable iron oxide under the aerobic conditions present in most natural surface soils and sediments. Most studies to date have focused on the capacity of hematite to adsorb trace metals and metalloids, but structural incorporation of trace metals within hematite is less recognized. This study assessed the incorporation of molybdenum within the structure of hematite during the phase transformation of 2-line ferrihydrite under alkaline conditions (pH ∼10). Extended X-ray absorption fine structure analyses show molybdenum incorporated into hematite, with two Mo-O shells having a coordination number (CN) of 3 and average bond distances of 1.78 ± 0.01 and 2.08 ± 0.02 Å, respectively, as well as two Mo-Fe shells with a CN of 3 and average bond distances of 3.10 ± 0.02 Å and 3.44 ± 0.02 Å, respectively. This observation suggests the tetrahedrally-coordinated Mo in the molybdate that adsorbs onto the 2-line ferrihydrite changes to an octahedrally-coordinated Mo within the hematite with Mo possibly substituting for Fe in the hematite structure. Our findings suggest that molybdenum partitioning (low concentrations) to iron oxides in the environment can occur due to structural incorporation as well as adsorption.  相似文献   
49.
This study investigated the potential for the uranium mineral carnotite (K2(UO2)2(VO4)2·3H2O) to precipitate from evaporating groundwater in the Texas Panhandle region of the United States. The evolution of groundwater chemistry during evaporation was modeled with the USGS geochemical code PHREEQC using water-quality data from 100 groundwater wells downloaded from the USGS National Water Information System (NWIS) database. While most modeled groundwater compositions precipitated calcite upon evaporation, not all groundwater became saturated with respect to carnotite with the system open to CO2. Thus, the formation of calcite is not a necessary condition for carnotite to form. Rather, the determining factor in achieving carnotite saturation was the evolution of groundwater chemistry during evaporation following calcite precipitation. Modeling in this study showed that if the initial major-ion groundwater composition was dominated by calcium-magnesium-sulfate (>70 precent Ca + Mg and >50 percent SO4 + Cl) or calcium-magnesium-bicarbonate (>70 percent Ca + Mg and <70 percent HCO3 + CO3) and following the precipitation of calcite, the concentration of calcium was greater than the carbonate alkalinity (2mCa+2 > mHCO3 + 2mCO3−2) carnotite saturation was achieved. If, however, the initial major-ion groundwater composition is sodium-bicarbonate (varying amounts of Na, 40–100 percent Na), calcium-sodium-sulfate, or calcium-magnesium-bicarbonate composition (>70 percent HCO3 + CO3) and following the precipitation of calcite, the concentration of calcium was less than the carbonate alkalinity (2mCa+2 < mHCO3- + 2mCO3−2) carnotite saturation was not achieved. In systems open to CO2, carnotite saturation occurred in most samples in evaporation amounts ranging from 95 percent to 99 percent with the partial pressure of CO2 ranging from 10−3.5 to 10−2.5 atm. Carnotite saturation occurred in a few samples in evaporation amounts ranging from 98 percent to 99 percent with the partial pressure of CO2 equal to 10−2.0 atm. Carnotite saturation did not occur in any groundwater with the system closed to CO2.  相似文献   
50.
针对地下盐矿在开采过程中,随时可能会因为溶通状况的改变而发生坍塌地质灾害,本文利用矿山数字管理软件Quanty Mine,确定昆明盐矿的三维模型,以期监控盐矿开采不同阶段溶通的变化规律,为避免盐矿过度开采导致地质灾害的发生。  相似文献   
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