泵站水锤现象：基于根轨迹的稳定性研究

IF 1.5 Q2 ENGINEERING, MULTIDISCIPLINARY

Open Engineering Pub Date : 2022-01-01 DOI:10.1515/eng-2022-0029

Rasha Hayder Al-Khayat, Ali Wadi Al-Fatlawi, M. Al-Baghdadi, M. Al-Waily

{"title":"泵站水锤现象：基于根轨迹的稳定性研究","authors":"Rasha Hayder Al-Khayat, Ali Wadi Al-Fatlawi, M. Al-Baghdadi, M. Al-Waily","doi":"10.1515/eng-2022-0029","DOIUrl":null,"url":null,"abstract":"Abstract In this article, a numerical model based on site theory is developed to study the stability of a pipeline system consisting of a valve, pipe, and surge tank. In the study, four parameters were studied to see how they impact the water hammer phenomenon. They are the pressure in the pipelines, the velocity of the flow, diameter of the conduit carrying liquid, and the liquid’s density. The equations are programmed, analyzed, and graphed using MATLAB. The stability analysis shows that the force of the water hammer is significant at low frequencies and for large diameters. The high frequency of a particular pipe is affected by the type of material the pipe is made from, the method of installation, and the friction coefficient of the inner surface. High frequencies reduce the impact of water hammer forces. Among the main parameters listed, it is found that the oscillations of liquids of low density are higher in the case of water hammers.","PeriodicalId":19512,"journal":{"name":"Open Engineering","volume":"12 1","pages":"254 - 262"},"PeriodicalIF":1.5000,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"5","resultStr":"{\"title\":\"Water hammer phenomenon in pumping stations: A stability investigation based on root locus\",\"authors\":\"Rasha Hayder Al-Khayat, Ali Wadi Al-Fatlawi, M. Al-Baghdadi, M. Al-Waily\",\"doi\":\"10.1515/eng-2022-0029\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Abstract In this article, a numerical model based on site theory is developed to study the stability of a pipeline system consisting of a valve, pipe, and surge tank. In the study, four parameters were studied to see how they impact the water hammer phenomenon. They are the pressure in the pipelines, the velocity of the flow, diameter of the conduit carrying liquid, and the liquid’s density. The equations are programmed, analyzed, and graphed using MATLAB. The stability analysis shows that the force of the water hammer is significant at low frequencies and for large diameters. The high frequency of a particular pipe is affected by the type of material the pipe is made from, the method of installation, and the friction coefficient of the inner surface. High frequencies reduce the impact of water hammer forces. Among the main parameters listed, it is found that the oscillations of liquids of low density are higher in the case of water hammers.\",\"PeriodicalId\":19512,\"journal\":{\"name\":\"Open Engineering\",\"volume\":\"12 1\",\"pages\":\"254 - 262\"},\"PeriodicalIF\":1.5000,\"publicationDate\":\"2022-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"5\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Open Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1515/eng-2022-0029\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Open Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1515/eng-2022-0029","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}

引用次数: 5

摘要

摘要本文建立了一个基于现场理论的数值模型，用于研究由阀门、管道和调压室组成的管道系统的稳定性。在这项研究中，研究了四个参数，以了解它们如何影响水锤现象。它们是管道中的压力、流速、输送液体的管道直径和液体密度。使用MATLAB对方程进行编程、分析和绘图。稳定性分析表明，在低频和大直径情况下，水锤力是显著的。特定管道的高频受管道材料类型、安装方法和内表面摩擦系数的影响。高频可以减少水锤力的影响。在列出的主要参数中，发现在水锤的情况下，低密度液体的振荡更高。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

查看原文本刊更多论文

Water hammer phenomenon in pumping stations: A stability investigation based on root locus

Abstract In this article, a numerical model based on site theory is developed to study the stability of a pipeline system consisting of a valve, pipe, and surge tank. In the study, four parameters were studied to see how they impact the water hammer phenomenon. They are the pressure in the pipelines, the velocity of the flow, diameter of the conduit carrying liquid, and the liquid’s density. The equations are programmed, analyzed, and graphed using MATLAB. The stability analysis shows that the force of the water hammer is significant at low frequencies and for large diameters. The high frequency of a particular pipe is affected by the type of material the pipe is made from, the method of installation, and the friction coefficient of the inner surface. High frequencies reduce the impact of water hammer forces. Among the main parameters listed, it is found that the oscillations of liquids of low density are higher in the case of water hammers.

求助全文

通过发布文献求助，成功后即可免费获取论文全文。去求助

来源期刊

Open Engineering ENGINEERING, MULTIDISCIPLINARY-

CiteScore

3.90

自引率

0.00%

发文量

审稿时长

30 weeks

期刊介绍： Open Engineering publishes research results of wide interest in emerging interdisciplinary and traditional engineering fields, including: electrical and computer engineering, civil and environmental engineering, mechanical and aerospace engineering, material science and engineering. The journal is designed to facilitate the exchange of innovative and interdisciplinary ideas between researchers from different countries. Open Engineering is a peer-reviewed, English language journal. Researchers from non-English speaking regions are provided with free language correction by scientists who are native speakers. Additionally, each published article is widely promoted to researchers working in the same field.