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Deicing performances of a road unit driven by a hydronic heating system in severely cold regions of China

机译:中国寒冷地区湿度加热系统驱动的道路单元的解除性能

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The deicing performances of a road unit driven by a hydronic heating system in severely cold regions of China were investigated by using the Open Source Lattice Boltzmann Code. The model used the enthalpy-based method and double distribution functions for the velocity and temperature fields to solve the ice melting problem. The average road surface temperatures and melting conditions (melting ratio and mass) as affected by ice thickness (3 similar to 20 mm), pipe spacing (80 similar to 240 mm), and air temperature (252 similar to 268 K) were detailed, and the parameters were analyzed by the orthogonal test method. The results show that for the ice thickness increasing from 3 mm to 20 mm, the heating rate was slightly increased from 6.3 K/h to 6.45 K/h in the preheating and initial melting stages, and from 1.32 K/h to 2.06 K/h in the rapid melting stage, the melting mass was increased from 360 gym to 762.06 gym whereas the melting ratio was decreased from 1.00 to 0.32. The pipe spacing of 120 mm was suitable for the road heating whereas = 160 mm was not feasible in the severely cold regions. For the air temperature was increased from 252 K to 268 K, the preheating time was decreased from 3.02 h to 0.82 h, the heating rate in the melting stages was increased from 0.68 K/h to 2.94 K/h and the melting ratio was linearly increased. The parameter analysis reveals that the air temperature had the most important influence on the melting ratio whereas the pipe spacing had the most significant impact on the average road surface temperature, and the ice thickness had a slight influence on the melting ratio and average road surface temperature. (C) 2019 Published by Elsevier Ltd.
机译:通过使用开源晶格Boltzmann码来研究由湿度加热系统在中国严重寒冷地区驱动的道路单元的解体性能。该模型使用基于焓的方法和双分布函数,为速度和温度场解决冰熔化问题。受冰厚度(3类似于20mm)的平均道路表面温度和熔化条件(熔化比和质量),提供管间距(类似于240 mm的80)和空气温度(252类似于268 k),通过正交试验方法分析参数。结果表明,对于从3mm至20mm的冰厚度增加,在预热和初始熔化阶段的6.3k / h至6.45k / h中,加热速率略微增加,从1.32 k / h到2.06 k / H在快速熔化阶段,熔融物质从360孢子体增加到762.06健身房,而熔化比率从1.00降至0.32。 120毫米的管间距适用于道路加热,而= 160mm在严重寒冷的地区则不可行。对于空气温度从252 k增加到268k,从3.02小时降低预热时间至0.82小时,熔化阶段中的加热速率从0.68k / h增加到2.94k / h,熔化比线性增加。参数分析表明,空气温度对熔化比具有最重要的影响,而管路间距对平均道路表面温度产生最大的影响,冰厚度对熔化比和平均路径温度影响略有影响。 (c)2019年由elestvier有限公司发布

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