Numerical Study of the Flow-Induced Vibration during Tunnel Surging at the Intake Section of Chenderoh Dam

Chenderoh Dam that located in Malaysia is one of renewable energy power plant that beneficial to mankind. However, in some cases, the dam suffers from the vibration effect during the water spilling from upstream to downstream. This study focused on major part of the dam which is the intake section d...

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Main Authors: Mazlan A.Z.A., Zawawi M.H., Arbain A., Ghazali M.H.M., Satar M.H.A., Abas M.A., Hassan N.H., Radzi M.R.M.
Other Authors: 57216895962
Format: Conference Paper
Published: Institute of Physics Publishing 2023
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spelling my.uniten.dspace-254842023-05-29T16:10:00Z Numerical Study of the Flow-Induced Vibration during Tunnel Surging at the Intake Section of Chenderoh Dam Mazlan A.Z.A. Zawawi M.H. Arbain A. Ghazali M.H.M. Satar M.H.A. Abas M.A. Hassan N.H. Radzi M.R.M. 57216895962 39162217600 57213160085 57204679170 57204677783 56893346700 57204683370 57204677038 Chenderoh Dam that located in Malaysia is one of renewable energy power plant that beneficial to mankind. However, in some cases, the dam suffers from the vibration effect during the water spilling from upstream to downstream. This study focused on major part of the dam which is the intake section during the tunnel surging condition. A detail 3D model of the intake section was constructed and used in the prediction of flow-induced vibration response. The results of frequency domain response and operational defection shapes (ODS) from the effect of flow-induced vibration are compared with the natural frequencies and mode shapes of the dam. From the results, the transient vibration responses due to the flow of water occurred at the frequency of 8.63 Hz with the maximum deformation of 8.24 x 10-1 m, meanwhile, the modal analysis obtained at 2.76 Hz of natural frequency with deformation of 9.1 x 10-4 m. The deformation of ODS is high because of the water flow and tunnel surging condition. However, there is no resonance phenomenon occurred, yet a safety precaution must still be considered by the operator based on this result. � Published under licence by IOP Publishing Ltd. Final 2023-05-29T08:10:00Z 2023-05-29T08:10:00Z 2020 Conference Paper 10.1088/1757-899X/815/1/012019 2-s2.0-85085205639 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85085205639&doi=10.1088%2f1757-899X%2f815%2f1%2f012019&partnerID=40&md5=4ea313b94be2142feb7060bc02dd578b https://irepository.uniten.edu.my/handle/123456789/25484 815 1 12019 All Open Access, Bronze Institute of Physics Publishing 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 Chenderoh Dam that located in Malaysia is one of renewable energy power plant that beneficial to mankind. However, in some cases, the dam suffers from the vibration effect during the water spilling from upstream to downstream. This study focused on major part of the dam which is the intake section during the tunnel surging condition. A detail 3D model of the intake section was constructed and used in the prediction of flow-induced vibration response. The results of frequency domain response and operational defection shapes (ODS) from the effect of flow-induced vibration are compared with the natural frequencies and mode shapes of the dam. From the results, the transient vibration responses due to the flow of water occurred at the frequency of 8.63 Hz with the maximum deformation of 8.24 x 10-1 m, meanwhile, the modal analysis obtained at 2.76 Hz of natural frequency with deformation of 9.1 x 10-4 m. The deformation of ODS is high because of the water flow and tunnel surging condition. However, there is no resonance phenomenon occurred, yet a safety precaution must still be considered by the operator based on this result. � Published under licence by IOP Publishing Ltd.
author2 57216895962
author_facet 57216895962
Mazlan A.Z.A.
Zawawi M.H.
Arbain A.
Ghazali M.H.M.
Satar M.H.A.
Abas M.A.
Hassan N.H.
Radzi M.R.M.
format Conference Paper
author Mazlan A.Z.A.
Zawawi M.H.
Arbain A.
Ghazali M.H.M.
Satar M.H.A.
Abas M.A.
Hassan N.H.
Radzi M.R.M.
spellingShingle Mazlan A.Z.A.
Zawawi M.H.
Arbain A.
Ghazali M.H.M.
Satar M.H.A.
Abas M.A.
Hassan N.H.
Radzi M.R.M.
Numerical Study of the Flow-Induced Vibration during Tunnel Surging at the Intake Section of Chenderoh Dam
author_sort Mazlan A.Z.A.
title Numerical Study of the Flow-Induced Vibration during Tunnel Surging at the Intake Section of Chenderoh Dam
title_short Numerical Study of the Flow-Induced Vibration during Tunnel Surging at the Intake Section of Chenderoh Dam
title_full Numerical Study of the Flow-Induced Vibration during Tunnel Surging at the Intake Section of Chenderoh Dam
title_fullStr Numerical Study of the Flow-Induced Vibration during Tunnel Surging at the Intake Section of Chenderoh Dam
title_full_unstemmed Numerical Study of the Flow-Induced Vibration during Tunnel Surging at the Intake Section of Chenderoh Dam
title_sort numerical study of the flow-induced vibration during tunnel surging at the intake section of chenderoh dam
publisher Institute of Physics Publishing
publishDate 2023
_version_ 1806426301260627968
score 13.211869