以去离子水作为工质,流经内径分别为304.13 μm和192.87 μm的石英管所连接而成的变径微管道,根据压降与流量的变化关系,研究微管道内过流截面突然扩大和缩小时微管内阻力特性.利用常规管路阻力损失计算方法对管路的阻力进行计算,并与实验值相比较.研究表明,当雷诺数Re(大直径微管)低于500时,微尺度变截面管路流阻的实验值近似等于常规管路阻力计算公式的计算值;当Re数大于500时,实验值与理论值产生偏差,并且随着雷诺数的进一步增大两者偏差越来越大.
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