摘要
以圆形管路的突然扩大为例,对管路的局部水头损失系数ξ作了实验、分析和理论探讨,得出比较切合实际的计算公式。
Based on experimental analysis and theoretical discussion of local loss coefficient ξ in sudden enlargement circular pipe,a usable equation was suggested which had an additional correction coefficient.
出处
《黑龙江大学工程学报》
1996年第4期31-33,共3页
Journal of Engineering of Heilongjiang University
关键词
管路
局部阻力损失
修正系数
pipe line,local loss,correction coefficient.