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Study Of Critical Free-area Ratio During The Snow-melting Process On Pavement Using Low-temperature Heating Fluids

机译:低温加热流体路面融雪过程中的临界自由面积比研究

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摘要

Critical free-area ratio (CFR) is an interesting phenomenon during the snow-melting process on pavement using low-temperature heating fluids such as geothermal tail water and industrial waste water. This paper is performed to further investigate the mechanism of CFR and its influencing factors. A simplified theoretical model is presented to describe the heat and mass transfer process on pavement. Especially the variation of thermal properties and the capillary effect of snow layer are considered. Numerical computation shows that the above theoretical model is effective for the prediction of CFR during the snow-melting process. Furthermore, the mechanism of CFR is clarified in detail. CFR is independent of the layout of hydronic pipes, the fluid temperature, the idling time, and weather conditions. It is both the non-uniform temperature distribution and complicated porous structure of snow layer that lead to the occurrence of CFR. Besides, the influences of operation parameters including the fluid temperature, the idling time, the pipe spacing and buried depths on snow melting are analyzed, which are helpful for the next optimal design of snow-melting system.
机译:在使用低温加热流体(例如地热尾水和工业废水)的路面融雪过程中,临界自由面积比(CFR)是一个有趣的现象。本文旨在进一步研究CFR的机制及其影响因素。提出了一个简化的理论模型来描述路面上的传热和传质过程。尤其要考虑热性质的变化和雪层的毛细作用。数值计算表明,上述理论模型对于融雪过程中CFR的预测是有效的。此外,详细阐明了病死率的机制。 CFR与水力管道的布置,流体温度,空转时间和天气条件无关。雪层的温度分布不均匀和复杂的多孔结构都是导致CFR发生的原因。此外,分析了流体温度,空转时间,管道间距和埋深等运行参数对融雪的影响,为下一步融雪系统的优化设计提供了依据。

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