{"title":"利用流量三维预测模型评估流量测量水槽的淹没极限和水头损失","authors":"Saman Mostafazadeh Fard, Zohrab Samani","doi":"10.1007/s40999-024-01016-6","DOIUrl":null,"url":null,"abstract":"<p>Conducting physical experiments to measure submergence ratio, limit, and head loss in flume flows can be resource-intensive and time-consuming. Consequently, there is a growing need to develop modeling techniques for such measurements. The goal of this study was to calibrate and employ the computational fluid dynamics (CFD) platform FLOW-3D<sup>®</sup> code to implement varying downstream bottom elevation in a studied rectangular flume that enables measurement of submergence ratio, limit, and head loss under three flow rates (0.112, 0.169, and 0.320 <span>\\({m}^{3}\\)</span>/s) for the studied flume. Flow rates of 0.112, 0.169, and 0.320 m<sup>3</sup>/s were examined across three flows: Flow 1, Flow 2, and Flow 3. Calibration of FLOW-3D<sup>®</sup> code was achieved by comparing its results with published experimental data (R<sup>2</sup> > 0.98 and RMSE < 1.5 cm). Variations in downstream bottom elevations were analyzed to determine the submergence limit, resulting in values of 0.21, 0.24, and 0.25 for Flow 1, Flow 2, and Flow 3, respectively. Additionally, the study observed a maximum head loss of 32.5% when the submergence ratio exceeded its limit in Flow 1.</p>","PeriodicalId":50331,"journal":{"name":"International Journal of Civil Engineering","volume":"143 1","pages":""},"PeriodicalIF":1.8000,"publicationDate":"2024-08-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Evaluation of Submergence Limit and Head Loss in Flow Measuring Flumes Using Flow-3D Predictive Modeling\",\"authors\":\"Saman Mostafazadeh Fard, Zohrab Samani\",\"doi\":\"10.1007/s40999-024-01016-6\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>Conducting physical experiments to measure submergence ratio, limit, and head loss in flume flows can be resource-intensive and time-consuming. Consequently, there is a growing need to develop modeling techniques for such measurements. The goal of this study was to calibrate and employ the computational fluid dynamics (CFD) platform FLOW-3D<sup>®</sup> code to implement varying downstream bottom elevation in a studied rectangular flume that enables measurement of submergence ratio, limit, and head loss under three flow rates (0.112, 0.169, and 0.320 <span>\\\\({m}^{3}\\\\)</span>/s) for the studied flume. Flow rates of 0.112, 0.169, and 0.320 m<sup>3</sup>/s were examined across three flows: Flow 1, Flow 2, and Flow 3. Calibration of FLOW-3D<sup>®</sup> code was achieved by comparing its results with published experimental data (R<sup>2</sup> > 0.98 and RMSE < 1.5 cm). Variations in downstream bottom elevations were analyzed to determine the submergence limit, resulting in values of 0.21, 0.24, and 0.25 for Flow 1, Flow 2, and Flow 3, respectively. Additionally, the study observed a maximum head loss of 32.5% when the submergence ratio exceeded its limit in Flow 1.</p>\",\"PeriodicalId\":50331,\"journal\":{\"name\":\"International Journal of Civil Engineering\",\"volume\":\"143 1\",\"pages\":\"\"},\"PeriodicalIF\":1.8000,\"publicationDate\":\"2024-08-07\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s40999-024-01016-6\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40999-024-01016-6","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Evaluation of Submergence Limit and Head Loss in Flow Measuring Flumes Using Flow-3D Predictive Modeling
Conducting physical experiments to measure submergence ratio, limit, and head loss in flume flows can be resource-intensive and time-consuming. Consequently, there is a growing need to develop modeling techniques for such measurements. The goal of this study was to calibrate and employ the computational fluid dynamics (CFD) platform FLOW-3D® code to implement varying downstream bottom elevation in a studied rectangular flume that enables measurement of submergence ratio, limit, and head loss under three flow rates (0.112, 0.169, and 0.320 \({m}^{3}\)/s) for the studied flume. Flow rates of 0.112, 0.169, and 0.320 m3/s were examined across three flows: Flow 1, Flow 2, and Flow 3. Calibration of FLOW-3D® code was achieved by comparing its results with published experimental data (R2 > 0.98 and RMSE < 1.5 cm). Variations in downstream bottom elevations were analyzed to determine the submergence limit, resulting in values of 0.21, 0.24, and 0.25 for Flow 1, Flow 2, and Flow 3, respectively. Additionally, the study observed a maximum head loss of 32.5% when the submergence ratio exceeded its limit in Flow 1.
期刊介绍:
International Journal of Civil Engineering, The official publication of Iranian Society of Civil Engineering and Iran University of Science and Technology is devoted to original and interdisciplinary, peer-reviewed papers on research related to the broad spectrum of civil engineering with similar emphasis on all topics.The journal provides a forum for the International Civil Engineering Community to present and discuss matters of major interest e.g. new developments in civil regulations, The topics are included but are not necessarily restricted to :- Structures- Geotechnics- Transportation- Environment- Earthquakes- Water Resources- Construction Engineering and Management, and New Materials.