根据隧道长度和外部空气温度预测整个铁路隧道的冻结空气温度分布

Sehee Lee, Jongwon Kim, Sungbum Park, Kook-Hwan Cho
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引用次数: 0

摘要

最近,韩国主要在寒冷地区修建了铁路隧道,随后发生了与冻结问题有关的损坏。当隧道内的气温持续冻结时,就会造成破坏,如渗漏结冰和排水受阻。隧道内的气温分布与隧道内的面积有关,如隧道长度、横截面等。它可以用对流机制来解释。隧道长度的设计取决于现场条件,因此隧道内冻结气温分布的预测比较复杂。本研究测量了冬季长隧道内的空气温度变化,并建立了传热分析模型。模拟了半长为 500 至 5000 米的双轨铁路隧道模型,并研究了隧道内冻结温度分布条件。研究结果根据隧道长度和外部最低气温提出了铁路隧道内的冻结条件。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Prediction of Freezing Air Temperature Distribution in the Entire Railway Tunnel According to Tunnel Length and Outside Air Temperature
Railway tunnels have been constructed mainly in cold regions in South Korea recently, and damage related to freezing problems have occurred thereafter. When freezing air temperatures persist inside a tunnel, it causes damage, such as ice formation from leaks and obstruction of drainage flow. The air temperature distribution inside a tunnel is related to the area inside a tunnel, such as tunnel length, cross-section, and so forth. It can be interpreted with a convection mechanism. Tunnel length is designed depending on site conditions, and it is complicated to predict freezing air temperature distribution in a tunnel. In this study, the air temperature variation inside a long tunnel was measured in winter, and a heat transfer analysis model was implemented. A double-track railway tunnel model with a half-length ranging from 500 to 5000 m was simulated, and the conditions of freezing temperature distribution inside tunnels were investigated. The research results propose freezing conditions in railway tunnels according to tunnel lengths and minimum outside air temperatures.
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