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人工管和商业管在过渡粗糙区的差异

DIFFERENCE BETWEEN ARTIFICIAL AND COMMERCIAL PIPES IN TRANSITION ZONE

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【作者】 黄树新李云雷曲东越潘拯

【Author】 HUANG Shuxin;LI Yunlei;QU Dongyue;PAN Zheng;Department of Engineering Mechanics,Shanghai Jiaotong University;MOE Key Laboratory of Hydrodynamics,Shanghai Jiaotong University;School of Mechanical Engineering,Shandong University of Technology;College of Mechanical and Electrical Engineering,Harbin Engineering University;School of Mechanical Engineering,Shanghai Jiaotong University;

【通讯作者】 黄树新;

【机构】 上海交通大学工程力学系上海交通大学水动力学教育部重点实验室山东理工大学机械工程学院哈尔滨工程大学机电工程学院上海交通大学机械与动力工程学院

【摘要】 管路沿程损失是教学中要讲的内容。其中在过渡粗糙区,人工管和商业管的沿程损失系数存在差异。本文对此差异做了初步分析。从学生对此差异的理解和表面粗糙度的含义两方面探讨了表面粗糙度对此差异的影响。量化探讨表面粗糙度在过渡粗糙区的作用仍是个问题。

【Abstract】 Pipe friction is a teaching content in the course of fluid mechanics, in which Darcy friction factors in transition zone obtained by using artificial and commercial pipes are different. The present work shows analyses on the difference at two aspects. One is according to the understanding of students on the problem, and another is from the definition of surface roughness. Both show the surface roughness effect on the phenomenon. It is still necessary to research the quantitative effect of surface roughness on the difference between artificial and commercial pipes in transition zone.

【基金】 上海交通大学基金资助项目(JG010003/006)
  • 【文献出处】 力学与实践 ,Mechanics in Engineering , 编辑部邮箱 ,2020年03期
  • 【分类号】G642;O35-4
  • 【被引频次】1
  • 【下载频次】33
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