高浓缩铀储存库工程屏障系统中水分诱导温度演化的研究

Manish Kumar Jha , Amit Jaiswal , A.K. Verma , Trilok Nath Singh
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引用次数: 0

摘要

本文旨在评估膨润土压实工程屏障系统(EBS)在指定干密度下的热行为。根据不同研究提出的核废料储存库设计方案,在小型(厘米尺度)EBS物理模型上进行了实验。记录了工程屏障系统物理模型内的温度分布。对膨润土在10 %、20 %和30 %三种不同含水率下的温度演化进行了研究。在不同含水率的圆柱形加热器周围,记录了径向和侧向的温度分布。本文还建立了一个数值模型来评估在不同含水量下压实膨润土在径向和纵向上的温度演化。在径向上,当含水率为10 %、20 %和30 %时,测点物理模型的最高温度分别达到71 ℃、78℃和79℃。三维模型的数值模拟显示,在水分含量为10 %、20 %和30 %时,最高温度分别为61 °C、68.6°C和69.1°C。实验结果表明,在含水率为10 %、20 %和30 %的膨润土中,监测点的纵向最高温度分别可达47℃、53℃和56℃。数值模拟得到的相似点温度分别为43℃、47℃和53℃,含水率分别为10 %、20 %和30 %。数值模型和物理模型之间的差异可达13% %。研究表明,膨润土压实实验装置中,含水率的变化对温度的发展有显著影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study of moisture-induced temperature evolution in an engineered barrier system for a HLW repository
The present paper aims to assess the thermal behaviour of bentonite compaction's engineered barrier system (EBS) to designated dry density. An experiment was carried out on a small (centimetre scale) physical model of the EBS based on the design of the nuclear waste repository proposed by different studies. Temperature distribution within the physical model of the engineered barrier system has been recorded. Investigation of temperature evolution has been conducted in compacted bentonite at three different moisture contents: 10 %, 20 %, and 30 %. The temperature profile was recorded in the radial and lateral directions around the cylindrical heater with different moisture contents. A numerical model has also been developed to assess temperature evolution in radial and longitudinal directions at different moisture content in compacted bentonite. In the radial direction, the maximum temperature in the physical model at monitoring points reaches up to 71 °C 78°C and 79°C for moisture content of 10 %, 20 % and 30 %, respectively. Numerical simulation of the 3-dimensional model gives the maximum temperature of 61 °C, 68.6°C and 69.1°C, respectively, at a 10 %, 20 % and 30 % moisture level. Experimental results show that the maximum temperature developed in the longitudinal direction reaches up to 47°C, 53°C, and 56°C at monitoring points within bentonite having a moisture content of 10 %, 20 %, and 30 %, respectively. Temperatures obtained at a similar point through numerical simulation are 43°C, 47°C, and 53°C for moisture content of 10 %, 20 %, and 30 %, respectively. The difference between numerical and physical models varies up to 13 %. The study shows that the variation in moisture content significantly influences the temperature developed in the experimental setup of compacted bentonite.
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