| 注册
首页|期刊导航|水利学报|考虑流固耦合效应的压力管道断流弥合水锤数值模拟

考虑流固耦合效应的压力管道断流弥合水锤数值模拟

黄海 郭鹏程 颜建国 许建建

水利学报2026,Vol.57Issue(8):1230-1245,16.
✕
水利学报2026,Vol.57Issue(8):1230-1245,16.DOI:10.3724/j.slxb.20260214

考虑流固耦合效应的压力管道断流弥合水锤数值模拟

Numerical modeling of water hammer with column separation in pressurized pipelines considering fluid-structure interaction

黄海 1郭鹏程 2颜建国 2许建建3

作者信息

  • 1. 西安理工大学 水利水电学院,陕西 西安 710048||陕西省水利电力勘测设计研究院(集团)有限公司,陕西西安 710001
  • 2. 西安理工大学 水利水电学院,陕西 西安 710048||西安理工大学旱区水工程生态环境全国重点实验室,陕西西安 710048
  • 3. 陕西省水利电力勘测设计研究院(集团)有限公司,陕西西安 710001
  • 折叠

摘要

Abstract

Water hammer with column separation represents one of the most hazardous transient flow problem in pres-surized water conveyance systems.The classical discrete gas cavity model(DGCM),which neglects fluid-structure interaction(FSI),often leads to an advance in pressure wave phase and deviations in peak pressure prediction.To address this issue,this study introduces FSI into the classical DGCM and develops a discrete gas cavity model coupled with four-equation axial model(DGCM-4EAM),establishing a numerical solution framework based on the method of characteristics.Based on a typical experimental case,the effects of grid resolution and rational wave-speed ratio on prediction accuracy were systematically investigated.The results indicate that grid resolution significantly affects the peak pressure and numerical stability;an overly coarse grid leads to peak underestimation and spurious oscillations.The rational wave-speed ratio mainly affects the pressure peak by altering the FSI magnitude through adjustment of pipe material density,but has limited influence on the overall waveform and phase.Compared with the classical DGCM,the proposed model reduces the mean absolute error at the valve and pipe midpoint by up to 50%,yields better agreement in pressure wave phase with experimental data,and exhibits enhanced numerical conver-gence and stability.It also predicts an overall reduction in cavity volume,suggesting that FSI suppresses cavity devel-opment.The results demonstrate that incorporating FSI significantly enhances the prediction accuracy of water hammer with column separation,providing a more reliable numerical tool for transient flow analysis and water hammer protection in pressurized pipeline systems.

关键词

有压管道/瞬变流/断流弥合水锤/离散气体空腔模型/流固耦合/四方程轴向模型

Key words

pressurized pipeline/transient flow/water hammer with column separation/discrete gas cavity model/fluid-structure interaction/four-equation axial model

分类

建筑与水利

引用本文复制引用

黄海,郭鹏程,颜建国,许建建..考虑流固耦合效应的压力管道断流弥合水锤数值模拟[J].水利学报,2026,57(8):1230-1245,16.

基金项目

国家自然科学基金面上项目(52479087,52579076) (52479087,52579076)

陕西省科技创新团队(2024RS-CXTD-31) (2024RS-CXTD-31)

陕西省技术创新引导计划项目(2024QCY-KXJ-050) (2024QCY-KXJ-050)

水利学报

0559-9350

访问量0
|
下载量0
段落导航相关论文