基于数值模拟的地下乏燃料储存设施热模态评估可靠性研究

P. V. Amosov
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摘要

本文给出了在三种计算网格(粗网格、普通网格、精细网格)上对一个用于长期储存乏核燃料的地下设施的综合钢筋混凝土结构的热模式进行可靠性评估的结果。测试是在COMSOL程序中先前开发的三维计算机模型上进行的。模型的数学基础是:连续性方程、Reynolds平均的Navier-Stokes方程、标准湍流模型和一般传热方程。在“不可压缩理想气体”近似中考虑了混合对流条件。结果表明,当使用高分辨率(Normal, Fine)计算网格时,可以预测某些特征。它们是:内置结构内部和“岩体-内置结构”边界处的温升不超过1℃;温度空间分布的结构发生了显著变化,内置结构表面的最高温度升高了约1℃。在具有小网格的变体中,计算时间分别增加了大约3.4倍(Normal)和7.7倍(Fine)
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ON THE RELIABILITY OF THE ASSESSMENT OF THE THERMAL MODE OF AN UNDERGROUND SPENT NUCLEAR FUEL STORAGE FACILITY BASED ON NUMERICAL MODELING
The results of checking the reliability of a previously performed assessment of the thermal mode of an underground facility for long-term storage of spent nuclear fuel in a variant of an integrated reinforced concrete structure on three calculation grids (Coarse, Normal, Fine) are presented. The test was performed on a previously developed three-dimensional computer model in the COMSOL program. The mathematical basis of the model is following: continuity equation, Navier-Stokes equations averaged by Reynolds, standard turbulence model and general heat transfer equation. The consideration of mixed convection conditions was implemented in the "incompressible ideal gas" approximation. It was shown that when using computational grids with high resolution (Normal, Fine), some characteristics may be predicted. They are: temperature increase inside the built-in structure and at the boundary "rock mass - built-in structure" no more than 1°C; a significant change in the structure of the spatial distribution of temperature and an increase in maximum temperatures by about 1°C on the surface of the built-in structure. The duration of calculations in variants with small grids increased approximately 3.4 (Normal) and 7.7 (Fine) times, respectively
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