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MEASUREMENTS OF EFFECTIVE DIFFUSIVITIES OF TRITIATED WATER IN SAND-MIXED BENTONITE

机译:砂混合膨润土中氚化水有效扩散性的测量

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Effective diffusivities of tritiated water in the mixtures of sand and bentonite were determined by measuring the effective diffusivities of tritium labeled water (H{sup}3HO). The bentonite used was Kunigel V1. Two kind of the sands, natural silica sand and spherical glass beads, were used to consider effects of shapes and grain sizes on the diffusivity in the mixture. The diffusivities were measured using a tracer transmission measurement method. The diffusion experiments were carried out at room temperature under an ambient atmospheric condition. In the experiments using natural silica sand, the bentonite content was varied from 10 to 100 wt.% under a condition that the dry density of the mixture was 1.6 × 10{sup}3 kg m{sup}(-3). In the experiments using glass beads, amounts of the sand in the mixture were varied under a condition of a constant bentonite gel density in order to determine structural factor introduced by the sand. Additionally, particle sizes of glass beads were varied in the range of 0.05 to 5.0 mm to evaluate size effect, under a condition that the dry density of mixture and bentonite content are 1.6 × 10{sup}3 kg m{sup}(-3) and 20 wt.%, respectively. The effective diffusivity of tritiated water in the sand-mixed bentonite decreased with increasing the bentonite content in the mixture under a condition that the dry density of the mixture is constant. Structural factors produced by the sands, natural sand and glass beads in the mixture were empirically evaluated as a function of a volume fraction of the sand in the mixture. The shape of the sands slightly affected structural factor in the mixture. The effective diffusivity (structural factor) is not dependent on the grain size of the sand in a range of 0.05 - 5.0 mm. In the ranges of dry density of 0.5 - 2.0 kg m{sup}(-3) and bentonite content of 10 - 100 wt.%., the effective diffusivities of tritiated water in the mixture were calculated from the bentonite volume fraction in the mixture, structural factor experimentally obtained in this study, and empirical relation between the effective diffusivity of water in bentonite and bentonite dry density.
机译:通过测量标记水的有效扩散性(H {sup} 3Ho),测定砂和膨润土混合物中氚化水的有效扩散性。使用的膨润土是kunigel v1。两种沙子,天然硅砂和球形玻璃珠,用于考虑形状和晶粒尺寸对混合物中的扩散率的影响。使用示踪剂传输测量方法测量扩散性。在室温下在环境大气条件下在室温下进行扩散实验。在使用天然二氧化硅砂的实验中,膨润土含量在10至100重量%中变化。%在混合物的干密度为1.6×10 {sup} 3kg m {sup}( - 3)的条件下。在使用玻璃珠的实验中,在恒定膨润土凝胶密度的条件下,混合物中的砂的量变化,以确定由砂引入的结构因子。另外,在0.05至5.0mm的范围内,玻璃珠的粒度变化,以评估尺寸效应,在混合物的干密度和膨润土含量为1.6×10 {sup} 3kg m {sup}( - 3 )分别为20重量%。在混合膨润土中的氚化水的有效扩散性随着在混合物的干密度恒定的条件下增加了混合物中的膨润土含量而降低。用混合物中的砂,天然沙子和玻璃珠生产的结构因素被仿真评价为混合物中砂体积分数的函数。沙子的形状略微影响混合物中的结构因子。有效的扩散性(结构因子)不依赖于砂的晶粒尺寸在0.05-5.0mm的范围内。在干燥密度为0.5-2.0kg m {sup}( - 3)和10-100重量%的膨润土含量的范围内。,从混合物中的膨润土体积分数计算混合物中氚化水的有效扩散性,在本研究实验中获得的结构因素,以及膨润土和膨润土干密度的有效扩散性之间的经验关系。

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