Numerical Investigation of Cavitation on Spillways. A Case Study: Aydoghmush dam

Cavitation is among the most complicated and common damages of spillway structures. This phenomenon is controlled by different parameters including the pressure, flow velocity, spillway surface material, operation time, and air flow content. The cavitation index is calculated along the spillway and...

Full description

Saved in:
Bibliographic Details
Main Authors: M. Barzegari, R. Sobhkhiz Foumani, M. Isari, R. Tarinejad, S. A. Alavi
Format: Article
Language:English
Published: K. N. Toosi University of Technology 2019-08-01
Series:Numerical Methods in Civil Engineering
Subjects:
Online Access:https://nmce.kntu.ac.ir/article_160480_f130a7c17db3ee02906b96b6aee4ef07.pdf
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1850248746723442688
author M. Barzegari
R. Sobhkhiz Foumani
M. Isari
R. Tarinejad
S. A. Alavi
author_facet M. Barzegari
R. Sobhkhiz Foumani
M. Isari
R. Tarinejad
S. A. Alavi
author_sort M. Barzegari
collection DOAJ
description Cavitation is among the most complicated and common damages of spillway structures. This phenomenon is controlled by different parameters including the pressure, flow velocity, spillway surface material, operation time, and air flow content. The cavitation index is calculated along the spillway and compared with its critical value using the measured values of the flow’s hydraulic parameters. The high cost of experimental models for determining hydraulic parameters, the time required for developing experimental models, and the ever-increasing capabilities of computational fluid mechanics (CFD) models have led to the use of numerical simulation in the flow analyses. The present study employs ANSYS FLUENT to simulate the flow on the spillway of Aydoghmush Dam (Iran), calculate flow parameters, and determine the cavitation index at the flow rates of 35, 800, 1500, and 1850 m3/s. The standard k-ε equations were applied to model the turbulent flow, while the volume of fluid (VOF) method was employed to determine the flow’s free surface profile. The results showed acceptable consistency between the FLUENT and physical model results. It was also found that cavitation did not occur at any of the flow rates.
format Article
id doaj-art-d3ed5fc8c00f4e6babb4adaa5b69753d
institution OA Journals
issn 2345-4296
2783-3941
language English
publishDate 2019-08-01
publisher K. N. Toosi University of Technology
record_format Article
series Numerical Methods in Civil Engineering
spelling doaj-art-d3ed5fc8c00f4e6babb4adaa5b69753d2025-08-20T01:58:37ZengK. N. Toosi University of TechnologyNumerical Methods in Civil Engineering2345-42962783-39412019-08-01411910.52547/nmce.4.1.1160480Numerical Investigation of Cavitation on Spillways. A Case Study: Aydoghmush damM. Barzegari0R. Sobhkhiz Foumani1M. Isari2R. Tarinejad3S. A. Alavi4M.Sc. Student of Civil Engineering Department, Ahar Branch, Islamic Azad University, Ahar, Iran.PhD Student of Civil Engineering Department, University of Qom, Qom. Iran.Ph.D. Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran.Associate Professor, Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran.PhD Student of Civil Engineering Department, Boshehr Branch, Islamic Azad University, Boshehr, Iran.Cavitation is among the most complicated and common damages of spillway structures. This phenomenon is controlled by different parameters including the pressure, flow velocity, spillway surface material, operation time, and air flow content. The cavitation index is calculated along the spillway and compared with its critical value using the measured values of the flow’s hydraulic parameters. The high cost of experimental models for determining hydraulic parameters, the time required for developing experimental models, and the ever-increasing capabilities of computational fluid mechanics (CFD) models have led to the use of numerical simulation in the flow analyses. The present study employs ANSYS FLUENT to simulate the flow on the spillway of Aydoghmush Dam (Iran), calculate flow parameters, and determine the cavitation index at the flow rates of 35, 800, 1500, and 1850 m3/s. The standard k-ε equations were applied to model the turbulent flow, while the volume of fluid (VOF) method was employed to determine the flow’s free surface profile. The results showed acceptable consistency between the FLUENT and physical model results. It was also found that cavitation did not occur at any of the flow rates.https://nmce.kntu.ac.ir/article_160480_f130a7c17db3ee02906b96b6aee4ef07.pdfcavitationcavitation indexfluentvofstandard k-εaydoghmush dam spillway
spellingShingle M. Barzegari
R. Sobhkhiz Foumani
M. Isari
R. Tarinejad
S. A. Alavi
Numerical Investigation of Cavitation on Spillways. A Case Study: Aydoghmush dam
Numerical Methods in Civil Engineering
cavitation
cavitation index
fluent
vof
standard k-ε
aydoghmush dam spillway
title Numerical Investigation of Cavitation on Spillways. A Case Study: Aydoghmush dam
title_full Numerical Investigation of Cavitation on Spillways. A Case Study: Aydoghmush dam
title_fullStr Numerical Investigation of Cavitation on Spillways. A Case Study: Aydoghmush dam
title_full_unstemmed Numerical Investigation of Cavitation on Spillways. A Case Study: Aydoghmush dam
title_short Numerical Investigation of Cavitation on Spillways. A Case Study: Aydoghmush dam
title_sort numerical investigation of cavitation on spillways a case study aydoghmush dam
topic cavitation
cavitation index
fluent
vof
standard k-ε
aydoghmush dam spillway
url https://nmce.kntu.ac.ir/article_160480_f130a7c17db3ee02906b96b6aee4ef07.pdf
work_keys_str_mv AT mbarzegari numericalinvestigationofcavitationonspillwaysacasestudyaydoghmushdam
AT rsobhkhizfoumani numericalinvestigationofcavitationonspillwaysacasestudyaydoghmushdam
AT misari numericalinvestigationofcavitationonspillwaysacasestudyaydoghmushdam
AT rtarinejad numericalinvestigationofcavitationonspillwaysacasestudyaydoghmushdam
AT saalavi numericalinvestigationofcavitationonspillwaysacasestudyaydoghmushdam