| 注册
首页|期刊导航|水利学报|管道接口缩径的局部阻力试验研究

管道接口缩径的局部阻力试验研究

郭永鑫 郭新蕾 王涛 付辉 潘佳佳 李甲振

水利学报2025,Vol.56Issue(1):56-62,7.
水利学报2025,Vol.56Issue(1):56-62,7.DOI:10.13243/j.cnki.slxb.20240195

管道接口缩径的局部阻力试验研究

Experimental study on minor head losses of pipeline joints

郭永鑫 1郭新蕾 1王涛 1付辉 1潘佳佳 1李甲振1

作者信息

  • 1. 中国水利水电科学研究院流域水循环模拟与调控国家重点试验室,北京 100038
  • 折叠

摘要

Abstract

An internal protrusion from a pipeline joint will lower diameter and advance head loss.For the minor head losses of pipeline joints,there is currently a dearth of calculation methods and experimental data.In addition to establishing a pipeline head loss test rig,this paper suggests two test procedures for determining the minor head loss coefficients of pipeline joints.Tests were done on the minor head loss coefficients of a push-on joint of ductile iron polyethylene composite pipes and a butt fusion joint of polyethylene pipes,then the influencing factors and var-iations of the minor head loss coefficients are analyzed.A butt fusion joint of DN150 polyethylene pipes has a curved edge melt bead and a 4.36 mm internal protrusion height.The minor head loss coefficient ξ of a butt fusion joint is approximately 0.086,indicating that an equivalent length of 0.75 meters would be necessary.A push-on joint of DN300 ductile iron polyethylene composite pipes has a right-angle edge protective ring with an internal pro-trusion height δ of approximately 1.93 mm.The minor head loss coefficient ξ of a push-on joint is about 0.022,in-dicating that an equivalent length of 0.51 meters would be required.The minor head loss coefficient of a pipeline joint decreases with decrease of the relative protrusion height δ/D.The empirical formulas of minor head losses of pipeline joints are given for a circular arc edge and a right angle 1 edge,respectively.This research results can pro-vide a basis for the precise hydraulic calculation of pipeline network engineering.

关键词

管道接口/缩径/水头损失/局部阻力系数/当量管长

Key words

pipeline joint/reduced diameter/head loss/minor loss coefficient/equivalent length

分类

建筑与水利

引用本文复制引用

郭永鑫,郭新蕾,王涛,付辉,潘佳佳,李甲振..管道接口缩径的局部阻力试验研究[J].水利学报,2025,56(1):56-62,7.

基金项目

国家重点研发计划项目(2022YFC3202500) (2022YFC3202500)

国家自然科学基金项目(52179082) (52179082)

水利学报

OA北大核心

0559-9350

访问量0
|
下载量0
段落导航相关论文