吴学慧, 陈凡, 王义江, 高涛, 魏京胜, 孙猛, 岳丰田. 建井期间平巷冷风输送系统的冷损失[J]. 煤炭学报, 2021, 46(8): 2593-2599.
引用本文: 吴学慧, 陈凡, 王义江, 高涛, 魏京胜, 孙猛, 岳丰田. 建井期间平巷冷风输送系统的冷损失[J]. 煤炭学报, 2021, 46(8): 2593-2599.
WU Xuehui, CHEN Fan, WANG Yijiang, GAO Tao, WEI Jingsheng, SUN Meng, YUE Fengtian. Cold ioss of supply chilled air for level roadway drifting during mine construction[J]. Journal of China Coal Society, 2021, 46(8): 2593-2599.
Citation: WU Xuehui, CHEN Fan, WANG Yijiang, GAO Tao, WEI Jingsheng, SUN Meng, YUE Fengtian. Cold ioss of supply chilled air for level roadway drifting during mine construction[J]. Journal of China Coal Society, 2021, 46(8): 2593-2599.

建井期间平巷冷风输送系统的冷损失

Cold ioss of supply chilled air for level roadway drifting during mine construction

  • 摘要: 建井期间平巷掘进工作面局部降温系统多采用非保温风筒长距离输送冷风的方法,输送距离可达600 m。由于距离长输送过程中的冷量损失占总制冷量的比重较大,是影响降温系统投资、设计、运行管理的关键因素。为解决该项冷量损失的计算问题,针对建井期间水平巷道的掘进与通风系统尚未贯通的特点,基于风筒内、外风流及风流与围岩间热能的输运与守恒关系,构建了风筒内、外风流温度场的微分方程组;并将巷道内随通风时长变化的不稳定换热系数解析为沿巷道长度变化的空间分布函数,通过数值计算得到了风筒内外温度场的分布及输送过程中的冷量损失。进一步结合工程案例现场实测的结果,分析了降温系统送风风筒入口风温、通风时间与送风距离、送风量等主要设计参数对风筒、内外风流温度场及输送冷量损失的影响。并通过理论计算对比了该案例在通风时长为0,30,90,120,150 d,送风量为300,330,360 m3/min,送风入口风温为16,18,20 ℃时系统的运行特征,结果表明围岩与风流的不稳定换热系数随通风时长增加而减小,并在通风90 d左右后基本达到稳定;受不稳定换热系数变化的影响,风筒内风流的温度沿风流方向增加较为明显;风筒外的风流温度变化随通风时间的增长逐渐变得平缓;系统的冷量损失约为制冷量的5%~9%;送风温度每降低2 ℃,冷量损失平均增大约5%;冷量损失大小与送风距离呈线性正比关系;通风风量每增大10%,冷量损失减小约4.5%。

     

    Abstract: Chilled air supply with long non-insulated air ducts cooling system is usually used for level roadway drifting during mine construction.The conveying distance is up to 600 m.Due to the large proportion of the cold loss in the long distance transportation,it is a key factor affecting the investment,design and operation management of the cooling system.In order to solve the cold loss calculation problem,the differential equations of temperature fields of air flows inside and outside duct are developed based on heat energy transport and conservation relationship between air flows inside and outside duct and between airflow and the surrounding rock,aiming at the characteristics of heading and ventilation system in horizontal roadway during mine construction.The unstable heat transfer coefficient in the roadway changing with the ventilation duration is analyzed as the spatial distribution function along the length of the roadway.The distribution of the temperature fields inside and outside duct and the cold loss are obtained through numerical calculation.Through theoretical calculation,the operation characteristics of the system are compared when the ventilation duration is 0,30,90,120,and 150 days,the air supply volume is 300,330,and 360 m3/min,and the air inlet temperature is 16,18,and 20 ℃,respectively.The results show that unstable heat transfer coefficient between airflow and surrounding rock decreases with the increase of ventilation time,and basically reaches stability after about 90 days of ventilation.With the increase of ventilation time the air temperature increases significantly inside duct and gradually becomes gentle outside duct along the direction of air flow because of the change of unstable heat transfer coefficient.The cold loss of the system is about 5%-9% of the cooling capacity.It increases by about 5% for every 2 ℃ decrease in the air supply temperature.The cold loss is linearly proportional to the air supply distance.For every 10% increase in ventilation volume,the cold loss decreases by about 4.5%.

     

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