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Simulation Analysis of Temperature Field of Longtan Hydropower Station RCC Gravity Dam

机译:龙潭水电站RCC重力坝温度场仿真分析

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In this paper, the chemical reaction rate is used to describe the combined effects of placement temperature and time on the adiabatic temperature rise. A concrete analytic test model is built and computed at different placement temperatures and different boundary con-ditions by FEM, and the rises of temperature of centre point in the model are studied. Then the non-linear heat conduction equation based on the equivalent time theory is applied to sim-ulate and analyze the temperature fields of LongTan RCC Gravity Darn. The conclusions are summarized as followings: (1) The maximum temperatures and adiabatic rise curves of con-crete are remarkably influenced by the placement temperatures; (2) The new theory and the non-linear heat conduction equation are more eongruent with engineering practice when ap-plied to calculate temperature fields, with an average increase of 6.7% of temperature results compared with the traditional theory; (3) The maximum temperature fields within the dam are correlated with the air temperature, and some necessary thermal control measures are re-quired, when the RCC dam is constructed in summer.
机译:本文中,化学反应速率用于描述放置温度和时间对绝热温度升高的综合影响。在不同的放置温度下构建并计算了一个具体的分析测试模型,并通过FEM的不同边界丝,研究了模型中的中心点温度的上升。然后,基于等效时间理论的非线性导热方程应用于SIM-ULITE,分析龙天RCC重力DARN的温度场。结论总结如下:(1)Con-Crety的最高温度和绝热升高曲线受到放置温度的显着影响; (2)新的理论和非线性导热方程具有更高的工程练习,当施加到计算温度场时,平均增加6.7%的温度结果与传统理论相比; (3)大坝内的最大温度场与空气温度相关,当夏季建造RCC坝时,重新询问一些必要的热控制措施。

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