{"title":"Performance of the Gomaspan Dam's Stepped Spillway Against Cavitation using CFDcity","authors":"Abo A. A","doi":"10.25156/ptj.v12n2y2022.pp47-52","DOIUrl":null,"url":null,"abstract":"This study aims to determine how well the stepped spillway at Gomaspan dam performs in terms of cavity index. For this purpose, a computational fluid dynamics (CFD) code called FLUENT is used. To begin, the code was validated by applying it to the experiments work of (Li et al. 2021), and the findings demonstrate great agreement between CFD and the aforementioned experimental data. Second, the algorithm is applied to the designed stepped spillway of the Gomaspan dam, and the cavity index is obtained at each step. The results show that the design is unsatisfactory, and the steps are particularly vulnerable to cavitation because the inception point located at step 19 and the velocity of water after inception point ranges between (22m/s-34.6m/s), it may also cause the cavitation after a long period of time.","PeriodicalId":44937,"journal":{"name":"Journal of Polytechnic-Politeknik Dergisi","volume":"278 1","pages":""},"PeriodicalIF":0.4000,"publicationDate":"2023-03-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Polytechnic-Politeknik Dergisi","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.25156/ptj.v12n2y2022.pp47-52","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
Abstract
This study aims to determine how well the stepped spillway at Gomaspan dam performs in terms of cavity index. For this purpose, a computational fluid dynamics (CFD) code called FLUENT is used. To begin, the code was validated by applying it to the experiments work of (Li et al. 2021), and the findings demonstrate great agreement between CFD and the aforementioned experimental data. Second, the algorithm is applied to the designed stepped spillway of the Gomaspan dam, and the cavity index is obtained at each step. The results show that the design is unsatisfactory, and the steps are particularly vulnerable to cavitation because the inception point located at step 19 and the velocity of water after inception point ranges between (22m/s-34.6m/s), it may also cause the cavitation after a long period of time.
本研究旨在确定戈马斯潘大坝阶梯式溢洪道在空腔指数方面的表现。为此,使用了称为FLUENT的计算流体动力学(CFD)代码。首先,通过将代码应用于(Li et al. 2021)的实验工作来验证代码,结果表明CFD与上述实验数据之间存在很大的一致性。其次,将该算法应用于已设计的Gomaspan大坝阶梯式溢洪道,得到了每一步的空腔指数。结果表明,设计不理想,台阶特别容易发生空化,因为起始点位于第19步,起始点后的水流速度在(22m/s-34.6m/s)之间,时间长了也可能引起空化。