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Effect of free surface water level of Kenyir Dam on spillway structure using fluid-structure interaction (FSI) analysis

This paper investigated the effect of free surface water level of Kenyir Dam towards the stress and deformation of spillway structure by using fluid-structure interaction (FSI) simulation. The water flow across the spillway is visualized as modelled based on volume of fluid (VOF) scheme. For free su...

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Main Authors: Radzi M.R.M., Nashrudin M.N., Zawawi M.H., Abas A., Azman A., Hassani A.
Other Authors: 57204677038
Format: Conference Paper
Published: American Institute of Physics Inc. 2023
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spelling my.uniten.dspace-245562023-05-29T15:24:33Z Effect of free surface water level of Kenyir Dam on spillway structure using fluid-structure interaction (FSI) analysis Radzi M.R.M. Nashrudin M.N. Zawawi M.H. Abas A. Azman A. Hassani A. 57204677038 57192872358 39162217600 56893346700 57210094312 57210389923 This paper investigated the effect of free surface water level of Kenyir Dam towards the stress and deformation of spillway structure by using fluid-structure interaction (FSI) simulation. The water flow across the spillway is visualized as modelled based on volume of fluid (VOF) scheme. For free surface water level of 155 m, higher stress is computed at the spillway (40.4 MPa) and at the downstream (8.9 MPa) compared to the result of free surface water level of 146 m. It is found that the higher the free surface water level caused high force exerted by the water flow on the spillway structure. � 2019 Author(s). Final 2023-05-29T07:24:33Z 2023-05-29T07:24:33Z 2019 Conference Paper 10.1063/1.5118051 2-s2.0-85070561820 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85070561820&doi=10.1063%2f1.5118051&partnerID=40&md5=2f3347d6e6d0c4baace3c512592b7320 https://irepository.uniten.edu.my/handle/123456789/24556 2129 20043 American Institute of Physics Inc. Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description This paper investigated the effect of free surface water level of Kenyir Dam towards the stress and deformation of spillway structure by using fluid-structure interaction (FSI) simulation. The water flow across the spillway is visualized as modelled based on volume of fluid (VOF) scheme. For free surface water level of 155 m, higher stress is computed at the spillway (40.4 MPa) and at the downstream (8.9 MPa) compared to the result of free surface water level of 146 m. It is found that the higher the free surface water level caused high force exerted by the water flow on the spillway structure. � 2019 Author(s).
author2 57204677038
author_facet 57204677038
Radzi M.R.M.
Nashrudin M.N.
Zawawi M.H.
Abas A.
Azman A.
Hassani A.
format Conference Paper
author Radzi M.R.M.
Nashrudin M.N.
Zawawi M.H.
Abas A.
Azman A.
Hassani A.
spellingShingle Radzi M.R.M.
Nashrudin M.N.
Zawawi M.H.
Abas A.
Azman A.
Hassani A.
Effect of free surface water level of Kenyir Dam on spillway structure using fluid-structure interaction (FSI) analysis
author_sort Radzi M.R.M.
title Effect of free surface water level of Kenyir Dam on spillway structure using fluid-structure interaction (FSI) analysis
title_short Effect of free surface water level of Kenyir Dam on spillway structure using fluid-structure interaction (FSI) analysis
title_full Effect of free surface water level of Kenyir Dam on spillway structure using fluid-structure interaction (FSI) analysis
title_fullStr Effect of free surface water level of Kenyir Dam on spillway structure using fluid-structure interaction (FSI) analysis
title_full_unstemmed Effect of free surface water level of Kenyir Dam on spillway structure using fluid-structure interaction (FSI) analysis
title_sort effect of free surface water level of kenyir dam on spillway structure using fluid-structure interaction (fsi) analysis
publisher American Institute of Physics Inc.
publishDate 2023
_version_ 1806423522984067072
score 13.214268

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