Investigation on method of characteristics and semi-implicit method for pressure linked equations algorithms for water hammer based on unsteady friction

IF 3.5 3区 工程技术 Journal of Hydrodynamics Pub Date : 2025-02-20 DOI:10.1007/s42241-025-0105-3
Zong-ku Liu, Guo-hong Wu, Hao Wang, Jia-xiang Zhang, Xue-lin Tang, Xiao-qin Li
{"title":"Investigation on method of characteristics and semi-implicit method for pressure linked equations algorithms for water hammer based on unsteady friction","authors":"Zong-ku Liu,&nbsp;Guo-hong Wu,&nbsp;Hao Wang,&nbsp;Jia-xiang Zhang,&nbsp;Xue-lin Tang,&nbsp;Xiao-qin Li","doi":"10.1007/s42241-025-0105-3","DOIUrl":null,"url":null,"abstract":"<div><p>The misoperation of hydraulic components such as pumps and valves in pressurized pipelines triggers water hammer phenomena and seriously threats the safe operation of hydraulic systems. At present, the main water hammer simulation methods are method of characteristics (MOC), and further investigation of new algorithms is needed. Therefore, a new method for simulating the water hammer using the finite volume method (FVM), semi-implicit method for pressure linked equations (SIMPLE) algorithm is proposed in the present work. Compared with the experimental data, the accuracy and reliability of the proposed algorithm are verified. Results show that the IAB, MIAB friction models not only predict the first pressure peak but also accurately predict the pressure attenuation. From the comparison of the MOC, SIMPLE algorithms, the results of the two algorithms are almost the same in front of the valve, while near the upstream tank, when using the same friction model, the pressure attenuation predicted by the SIMPLE algorithm is slightly greater than that of the MOC method and closer to the experimental data. Therefore, the newly proposed algorithm can serve as an alternative to the MOC method in simulating water hammer. The investigation enriches the numerical methods of hydraulic transients and lays the foundation for subsequent program development.</p></div>","PeriodicalId":637,"journal":{"name":"Journal of Hydrodynamics","volume":"36 6","pages":"1155 - 1166"},"PeriodicalIF":3.5000,"publicationDate":"2025-02-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Hydrodynamics","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s42241-025-0105-3","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

The misoperation of hydraulic components such as pumps and valves in pressurized pipelines triggers water hammer phenomena and seriously threats the safe operation of hydraulic systems. At present, the main water hammer simulation methods are method of characteristics (MOC), and further investigation of new algorithms is needed. Therefore, a new method for simulating the water hammer using the finite volume method (FVM), semi-implicit method for pressure linked equations (SIMPLE) algorithm is proposed in the present work. Compared with the experimental data, the accuracy and reliability of the proposed algorithm are verified. Results show that the IAB, MIAB friction models not only predict the first pressure peak but also accurately predict the pressure attenuation. From the comparison of the MOC, SIMPLE algorithms, the results of the two algorithms are almost the same in front of the valve, while near the upstream tank, when using the same friction model, the pressure attenuation predicted by the SIMPLE algorithm is slightly greater than that of the MOC method and closer to the experimental data. Therefore, the newly proposed algorithm can serve as an alternative to the MOC method in simulating water hammer. The investigation enriches the numerical methods of hydraulic transients and lays the foundation for subsequent program development.

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
基于非定常摩擦的水锤压力关联方程的特征法和半隐式方法研究
加压管道中泵、阀等液压元件的误操作会引发水锤现象,严重威胁液压系统的安全运行。目前,主要的水锤模拟方法是特征法(MOC),需要进一步研究新的算法。因此,本文提出了一种利用有限体积法(FVM)模拟水锤的新方法——压力链接方程半隐式方法(SIMPLE)算法。通过与实验数据的比较,验证了所提算法的准确性和可靠性。结果表明,IAB、MIAB摩擦模型不仅能准确预测第一压力峰,而且能准确预测压力衰减。从MOC、SIMPLE算法的对比来看,两种算法在阀门前的预测结果基本一致,而在靠近上游水箱时,在使用相同的摩擦模型时,SIMPLE算法预测的压力衰减略大于MOC方法,且更接近实验数据。因此,该算法可以作为模拟水锤的MOC方法的替代方法。该研究丰富了水力瞬态的数值计算方法,为后续的程序开发奠定了基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
12.00%
发文量
2374
审稿时长
4.6 months
期刊介绍: Journal of Hydrodynamics is devoted to the publication of original theoretical, computational and experimental contributions to the all aspects of hydrodynamics. It covers advances in the naval architecture and ocean engineering, marine and ocean engineering, environmental engineering, water conservancy and hydropower engineering, energy exploration, chemical engineering, biological and biomedical engineering etc.
期刊最新文献
Experimental hydraulic characteristics of a reverse vertical vortex within a vertical outlet pipe A finite difference lattice Boltzmann method for Richards equation in vertical unsaturated soil water infiltration Super-resolution hydrodynamic modeling of flood over urbanized environment using ensemble learning method Flow characteristics of solid-liquid two-phase flow in flexible vibrating pipelines Compare the hydraulic characteristics of triangular weir fishways with different triangular notch angles
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1