共查询到20条相似文献，搜索用时 109 毫秒
1.
本文采用中型水晶摄谱仪测定岩石中Sr、Ba,测定范围0.005—0.3％,单次摄谱22次,变动系数Sr为1.7％;Ba为5.0％。其工作条件为: 1.采用人工合成基体制备标准,组成为SiO_275％,Fe_2O_35％,Al_2O_38％,CaCO_3 相似文献
2.
本文采用中型水晶摄谱仪测定岩石中Sr、Ba,测定范围0.005—0.3％,单次摄谱22次,变动系数Sr为1.7％;Ba为5.0％。其工作条件为: 1.采用人工合成基体制备标准,组成为SiO_275％,Fe_2O_35％,AL_2O_38％,CaCO_35％,MgSO_42.5％,Na_2CO_32％,K_2SO_42％, 相似文献
3.
电感耦合等离子体发射光谱法测定重晶石矿石中BaSO4和Sr 总被引：2，自引：0，他引：2
采用电感耦合等离子体发射光谱法同时测定重晶石矿石中Ba、Sr,再将Ba换算成BaSO4.研究了基体对Sr测定的影响及消除.Ba、Sr相对标准偏差（RSD,n=12）分别为0.74%、3.3%.本方法简便、快速,准确. 相似文献
4.
5.
南海西南海域表层沉积物中微量元素Ba的地球化学特征 总被引：1，自引：1，他引：0
分析南海西南海域表层沉积物中微量元素Ba的地球化学特征,并探讨生物成因Ba的分布及其与表层海水生产力的关系。南海西南海域表层沉积物Ba总量的变化范围为398~1 270 μg/g,平均值为851 μg/g,从上陆坡到下陆坡,沉积物中的Ba含量逐渐增加;微量元素Ba主要赋存于陆源碎屑相和生物成因相中,且明显受到沉积环境水深和陆源物质输入的影响。生物成因Ba含量的变化范围为30.6~938 μg/g,陆坡区和深海区平均值分别为495 μg/g、349 μg/g,占沉积物Ba总量的54％和51％,总体上,与沉积物Ba总量具有相对一致的分布特征。尽管研究区表层沉积物中Al、Ti成分为典型的陆源碎屑组分,但是,利用大陆上地壳Ba/Al比值和陆坡区沉积物回归分析获得的Ba/Al比值进行生物成因Ba的计算,过高地估算了沉积物中陆源Ba的含量;而采用页岩Ba/Ti比值来估算陆坡区表层沉积物中的生物成因Ba含量显得相对可靠。在深海区,利用经验的Ba/Al或Ba/Ti比值均不能获得有效的生物成因Ba值。因此,在获取沉积物中生物成因钡含量时,需结合各海区的特点选取合适的参数来扣除陆源Ba的含量。 相似文献
6.
随着实验技术的进步以及多接收电感耦合等离子体质谱仪（MC-ICP-MS）和热电离质谱仪（TIMS）的发展,近年来Ba 同位素的分析方法取得了显著进展。分析精度（δ138/134Ba,2SD）从之前的1 ‰ 提高到好于0.05 ‰。文章综述了近年来高精度Ba 同位素分析方法（溶液法）的发展历程,总结了国内外实验室关于不同类型样品的消解、Ba 元素化学纯化流程以及Ba 同位素质谱测定等方法,并对国内外多个实验室已发表的各类标准物质的Ba 同位素组成进行统计。研究结果可为Ba 同位素激光原位分析提供参考,为后续分馏机理解析和应用研究提供技术支撑。 相似文献
7.
渤海湾盆地石炭-二叠系微量元素特征及其指相意义 总被引：1，自引：0，他引：1
本文采用ICP-MS测试分析技术,对渤海湾盆地4口钻井42件石炭—二叠系岩心样进行了Sr、Ba、Ga、V、Ni、Co等沉积环境敏感元素的系统测试分析,讨论6种元素含量及Sr/Ba、Ba/Ga、Ni/Co等比值的变化特征。除去5件样品中的异常点,测试元素大多数集中的变化范围:Sr(100~200)×10-6,Ba(100~700)×10-6,Ga(10~40)×10-6,V(80~200)×10-6,Co(5~30)×10-6,Ni(15~45)×10-6,Sr/Ba 0.2~0.9,Ba/Ga 2~20,Ni/Co 1~4。根据微量元素指标特点结合岩相资料,认为渤海湾盆地本溪组发育海相沉积,太原组发育过渡相沉积,山西组及其以上地层发育陆相沉积。元素指标中,Ba、Sr/Ba和Ba/Ga沉积环境指示意义显著,在判断渤海湾盆地石炭—二叠纪沉积相方面具有实用价值。 相似文献
8.
云南文山官房钨矿床花岗岩地球化学特征及其地质意义 总被引：8，自引：0，他引：8
对云南官房钨矿床花岗岩的岩石学和地球化学特征进行了分析,结果表明：花岗岩的SiO2、Na2O和K2O的平均质量百分数分别为68．49％、2．38％、4．26％,里特曼指数平均为2．33;微量元素表现为Nb、Ta、Y富集,Sr、Ba显著亏损;稀土元素总量平均为256．09×10^-6,稀土元素分配模式为LREE富集型,E... 相似文献
9.
硅钙钡镁合金中钡钙镁的测定 总被引：5，自引：0，他引：5
采用HNO3-HF-HClO4分解试样，分别以硫酸钡重量法、EDTA容量法及原子吸收法测定了硅钙钡镁合金中的Ba、Ca、Mg，结果与硅钙钡合金标样的标准值相符。加标回收试验的回收率为99．00％～102．00％，样品5次测定的RSD小于1．19％。 相似文献
10.
11.
12.
淤泥富含大量有机质,受微生物作用,有机质会逐步分解出腐殖酸;同时,腐殖酸又会影响有机质降解,进而影响淤泥固化效果。为此,通过维持恒定的碱性缓冲溶液环境（pH=9.0）,将淤泥浸泡其中,观测其有机质含量的变化过程。结果表明,碱性缓冲溶液既能加快有机质分解,也能消耗腐殖酸,使溶液保持为碱性状态;当有机质分解完成,腐殖酸也释放结束,降解过程大约持续28 d。通过掺入水泥和石灰固化淤泥,发现含有机质的固化淤泥,其强度随养护时间会先增长后衰减,但预降解有机质的固化淤泥强度不会衰减。由此说明,通过碱性缓冲溶液预降解淤泥有机质,可以提升固化土耐久性。 相似文献
13.
The study of the complex geomechanical interactions that take place within a borehole environment of a nuclear-waste disposal vault is crucial to the long-term safety and efficiency of a waste emplacement scheme. This paper presents a theoretical investigation of the interaction between a container shell and the surrounding buffer region which can be induced by discontinuous movement at a fracture plane which intersects a disposal vault borehole. The theoretical studies presented in the paper illustrate the influence of factors such as the mechanical properties of the buffer, surcharge loads on the surface of the buffer, and characteristics of the buffer-container and buffer-rock interfaces, on the stresses that are generated in the container. 相似文献
14.
Evaluation of the coupled heat transfer, water flow and stress changes in the engineered clay barrier is an important issue in the performance assessment of the high‐level radioactive waste disposal. To demonstrate the function of the engineered barrier system, the large‐scale experiment is conducted, which is called Big Bentonite facility (BIG‐BEN). The facility consists of an electric heater surrounded by glass beads, carbon steel overpack, buffer material and man‐made rock. The buffer is a mixture of bentonite and sand. The heater is operated at 0·8 kW. Water is injected from the interface between the buffer and the man‐made rocks at the pressure of 0·05 MPa. The duration of the experiment is 20 months. The change in temperature and swelling pressure are continuously monitored and gravimetric water content is measured by sampling. The coupled thermal, hydraulic and mechanical processes are simulated with a finite element code THAMES, which can simulate the fully coupled phenomena in the saturated and unsaturated clay under anisothermal condition. To examine the validity of the code, all the parameters used in the model are evaluated from the other laboratory tests. The simulated results are compared with the measured ones without calibration of the parameter values using the results from the BIG‐BEN experiment. It can be concluded that the changes in temperature and gravimetric water content within the buffer can be simulated reasonably well and that the mechanical effect such as swelling pressure is difficult to realize. Copyright © 2000 John Wiley & Sons, Ltd. 相似文献
15.
高庙子膨润土已被确定为我国高放废物地质处置的首选缓冲/回填材料,进行其力学特性及应用模拟研究对合理设计处置库具有十分重要的意义。考虑膨胀效应的UH模型是在超固结非饱和土本构模型（非饱和土UH模型）的基础上提出的,因引入了土体团粒的吸水膨胀作用,使其适用于非饱和膨润土。基于有限元软件ABAQUS的二次开发平台,利用Fortran语言编制模型的UMAT（user-difined material）材料子程序,进行了考虑膨胀效应UH模型的有限元实现。然后针对高放废物处置概念模型,利用编制的模型子程序对高放废物处置系统进行了三维有限元模拟,并对渗流场和应力场的演化规律进行了初步探究。模拟结果显示处置系统中膨润土的内应力增加,土体的稳定性较好,说明选择高庙子膨润土作为缓冲/回填材料的合理性,也同时验证了程序的正确性。 相似文献
16.
高放废物处置库中缓冲回填材料需要预先压缩到一定密实度,其压缩特性对处置库的安全设计、施工及运营有重要影响。目前,国内初步考虑将膨润土-砂混合物作为缓冲回填材料的首选。采用WG型单杠杆固结仪,对不同干密度、掺砂率的膨润土-砂混合物进行侧限压缩试验研究。试验结果表明：随着干密度的增大,压缩系数呈二次曲线减小;随着掺砂率的增大,压缩系数呈非线性增大。通过引入有效黏土密度和有效含水率的概念,对不同干密度、掺砂率的膨润土-砂混合物的压缩系数进行解释,并根据试验数据得到了回归的数学模型,试图为缓冲回填材料的配比优化研究提供相关依据。 相似文献
17.
Compacted bentonite has been considered as a candidate buffer material in the underground repository for the disposal of high-level radioactive waste. An erosion of bentonite particles caused by a groundwater flow at the interface of a compacted bentonite and a fractured granite was studied experimentally under various geochemical conditions. The experimental results showed that bentonite particles could be eroded from a compacted bentonite buffer by a flowing groundwater depending upon the contact time, the flow rate of the groundwater, and the geochemical parameters of the groundwater such as the pH and ionic strength.
A gel formation of the bentonite was observed to be a dominant process in the erosion of bentonite particles although an intrusion of bentonite into a rock fracture also contributed to the erosion. The concentration of the eroded bentonite particles eroded by a flowing groundwater was increased with an increasing flow rate of the groundwater. It was observed from the experiments that the erosion of the bentonite particles was considerably affected by the ionic strength of a groundwater although the effect of the pH was not great within the studied pH range from 7 to 10. An erosion of the bentonite particles in a natural groundwater was also observed to be considerable and the eroded bentonite particles are expected to be stable at the given groundwater condition.
The erosion of the bentonite particles by a flowing groundwater did not significantly reduce the physical stability and thus the performance of a compacted bentonite buffer. However, it is expected that an erosion of the bentonite particles due to a groundwater flow will generate bentonite particles in a given groundwater condition, which can serve as a source of the colloids facilitating radionuclide migration through rock fractures. 相似文献
18.
为了研究热源温度和外界水压对缓冲层中水-热迁移规律的影响,以GMZ膨润土为例,从基于势能的非饱和土的水-热迁移控制方程出发,考虑了蒸发效应的影响,得到了水-热耦合的方程组,采用改进的光滑粒子流体动力学(SPH)算法,能够对每一处土体根据不同时刻的不同状态实时更新计算参数,得到参数变化的水-热耦合解。计算结果表明：土的物理性质参数与土体的温度和饱和度密切相关,是否考虑这些参数的变化会对计算结果产生较大影响;核废料释放的热量能够在较短的时间内扩散到外边界,水分迁移的速度则相对慢很多;缓冲层温度的升高会加快水分的迁移速度,外界水压对温度的分布则影响较小。 相似文献
19.
The performance of the bentonite buffer in nuclear waste repository concept relies to a great extent on the buffer surrounding the canister having sufficient dry density. Loss of buffer material caused by erosion remains as the most significant process reducing the density of the buffer. In the worst case, the process is assumed to last as long as the free volume between the pellets in the pellets filled regions is filled with groundwater. Erosion rate and mass erosion are calculated based on the erosion model, and the measures are presented to prevent the geological disaster due to bentonite erosion. The groundwaters may solubilise the smectite particles in the bentonite and carry them away as colloidal particles. A dynamic model is developed for sodium gel expansion in fractures where the gel soaks up groundwater as it expands. The model is based on a force balance between and on smectite particles, which move in the water. Attractive van der Waals forces, repulsive electric diffuse layer (DDL) forces, gravity and buoyancy forces and forces caused by the gradient of chemical potential of the particles act to move the particle in the water. The effect of the fracture width and the frictions between particles and water and surrouding rock is analysed based on erosion model. The DDL forces strongly depend on the type of clay minerals and the type of ion and concentration in the water surrounding the particles. In the designed safe use of nuclear waste disposal (tens of thousands of years to hundreds of thousands of years), the safety of nuclear waste disposal is affected by the hydrodynamic and chemical effects, and bentonite erosion. Due to the bentonite erosion, the buffer/backfill layers become loose, and their permeability increases, which causes the nuclear element diffusion and convection, and even the nuclear disaster. In this paper, the mechanisms, models, experiments and control measures of bentonite erosion were systematically summarized. The current deficiencies of bentonite erosion were pointed out, and new methods were put forward to carry out the research for bentonite erosion. The measures were presented to prevent the geological disaster due to bentonite erosion through changes. The project is not only academic innovation, but also has a large practical significance. The research results of this project can be widely applied to the design, construction and maintenance of the bentonite buffer in nuclear waste repository. 相似文献
20.
Feasibility of using fly ash,lime, and bentonite to neutralize acidity of pore fluids 总被引：1，自引：1，他引：0
Acidic groundwater resulting from the poorly planned use of acid sulfate soils has become a major environmental issue in coastal Australia over the last several years. Use of permeable reactive barriers (PRBs) designed to generate alkalinity by promoting sulfate reduction has recently become popular as an alternative solution to this problem. However, recent studies have also revealed that the long-term performance of such PRBs can be significantly undermined by chemical precipitation and clogging of pore space, which would decrease the buffer capacity and hydraulic conductivity of the reactive material. This study seeks to explore the feasibility of using bentonite in addition to lime and fly ash to form mixtures with a high buffer capacity and permeability that would enable groundwater flow through PRBs over a substantial period of time. A series of laboratory experiments, including buffer capacity and leaching tests, were performed on different mixtures of fly ash with lime and bentonite using acidic fluids of low pH. It was found that the ability of such mixtures to neutralize acidic fluids was mostly controlled by the content of lime. Laboratory data also showed that an addition of bentonite to lime—fly ash mixtures could decrease the buffer capacity of soil. Compaction tests indicated that the presence of bentonite would increase the dry density of mixtures at the optimum moisture content. A series of hydraulic conductivity tests were carried out to study changes in the coefficient of permeability of lime—fly ash mixtures with different contents of bentonite permeated with acidic liquids. The obtained results revealed that the coefficient of permeability of the specimens tended to increase over a period of time, likely due to the changes in the diffuse double layer of bentonite particles. 相似文献