摘要
输配水管道是城市供水系统的重要组成部分,管道沿程水头损失计算又是输配水管道设计的核心。探讨了常用水头损失计算公式的适用范围及公式中参数的选择。水力计算应根据不同的水流流态采用与之适应的计算公式,并选取对应的水力计算参数,使水力计算成果准确可靠。
Water transportation and distribution pipe line is the important part of the urban water supply system, and the frictional head loss calculation is the key point of the water transportation and distribution pipe line design. This paper discussed the applicability of the usual head loss calculation formula and its parameters selection. Hydraulic calculation should employ adaptive calculation formula according to different water current and select corresponding hydraulic calculation parameters, so the hydraulic calculation results would be accurate and reliable.
出处
《给水排水》
CSCD
北大核心
2009年第11期109-111,共3页
Water & Wastewater Engineering
关键词
输配水管道
沿程水头损失计算
水流流态
水力计算
摩阻系数
Water transportation and distribution pipe
Frictional head loss calculation
Water current
Hydraulic calculation
Friction resistance coefficient