Trash diverter orientation angle optimization at run-off river type hydro-power plant using CFD

Tenom Pangi Hydro Power Station in Tenom, Sabah is suffering from poor river quality with a lot of suspended trashes. This problem necessitates the need for a trash diverter to divert the trash away from the intake region. Previously, a trash diverter (called Trash Diverter I) was installed at the s...

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Main Authors: Munisamy K.M., Kamal A., Shuaib N.H., Yusoff Mohd.Z., Hasini H., Rashid A.Z., Thangaraju S.K., Hamid H.
Other Authors: 15035918600
Format: Conference paper
Published: 2023
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CFD
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Institution: Universiti Tenaga Nasional
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spelling my.uniten.dspace-306072023-12-29T15:50:13Z Trash diverter orientation angle optimization at run-off river type hydro-power plant using CFD Munisamy K.M. Kamal A. Shuaib N.H. Yusoff Mohd.Z. Hasini H. Rashid A.Z. Thangaraju S.K. Hamid H. 15035918600 57225383284 13907934500 7003976733 6507435998 26326524600 36633163200 36632210400 CFD Trash diverter Tenom Pangi Hydro Power Station in Tenom, Sabah is suffering from poor river quality with a lot of suspended trashes. This problem necessitates the need for a trash diverter to divert the trash away from the intake region. Previously, a trash diverter (called Trash Diverter I) was installed at the site but managed to survived for a short period of time due to an impact with huge log as a results of a heavy flood. In the current project, a second trash diverter structure is designed (called Trash Diverter II) with improved features compared to Trash Diverter I. The Computational Fluid Dynamics (CFD) analysis is done to evaluate the river flow interaction onto the trash diverter from the fluid flow point of view, Computational Fluids Dynamics is a numerical approach to solve fluid flow profile for different inlet conditions. In this work, the river geometry is modeled using commercial CFD code, FLUENT�. The computational model consists of Reynolds Averaged Navier-Stokes (RANS) equations coupled with other related models using the properties of the fluids under investigation. The model is validated with site-measurements done at Tenom Pangi Hydro Power Station. Different operating condition of river flow rate and weir opening is also considered. The optimum angle is determined in this simulation to further use the data for 3D simulation and structural analysis. � 2010 American Institute of Physics. Final 2023-12-29T07:50:12Z 2023-12-29T07:50:12Z 2010 Conference paper 10.1063/1.3464931 2-s2.0-78549294201 https://www.scopus.com/inward/record.uri?eid=2-s2.0-78549294201&doi=10.1063%2f1.3464931&partnerID=40&md5=117b1eef018d30c44af9695be1302c3c https://irepository.uniten.edu.my/handle/123456789/30607 1225 807 815 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/
topic CFD
Trash diverter
spellingShingle CFD
Trash diverter
Munisamy K.M.
Kamal A.
Shuaib N.H.
Yusoff Mohd.Z.
Hasini H.
Rashid A.Z.
Thangaraju S.K.
Hamid H.
Trash diverter orientation angle optimization at run-off river type hydro-power plant using CFD
description Tenom Pangi Hydro Power Station in Tenom, Sabah is suffering from poor river quality with a lot of suspended trashes. This problem necessitates the need for a trash diverter to divert the trash away from the intake region. Previously, a trash diverter (called Trash Diverter I) was installed at the site but managed to survived for a short period of time due to an impact with huge log as a results of a heavy flood. In the current project, a second trash diverter structure is designed (called Trash Diverter II) with improved features compared to Trash Diverter I. The Computational Fluid Dynamics (CFD) analysis is done to evaluate the river flow interaction onto the trash diverter from the fluid flow point of view, Computational Fluids Dynamics is a numerical approach to solve fluid flow profile for different inlet conditions. In this work, the river geometry is modeled using commercial CFD code, FLUENT�. The computational model consists of Reynolds Averaged Navier-Stokes (RANS) equations coupled with other related models using the properties of the fluids under investigation. The model is validated with site-measurements done at Tenom Pangi Hydro Power Station. Different operating condition of river flow rate and weir opening is also considered. The optimum angle is determined in this simulation to further use the data for 3D simulation and structural analysis. � 2010 American Institute of Physics.
author2 15035918600
author_facet 15035918600
Munisamy K.M.
Kamal A.
Shuaib N.H.
Yusoff Mohd.Z.
Hasini H.
Rashid A.Z.
Thangaraju S.K.
Hamid H.
format Conference paper
author Munisamy K.M.
Kamal A.
Shuaib N.H.
Yusoff Mohd.Z.
Hasini H.
Rashid A.Z.
Thangaraju S.K.
Hamid H.
author_sort Munisamy K.M.
title Trash diverter orientation angle optimization at run-off river type hydro-power plant using CFD
title_short Trash diverter orientation angle optimization at run-off river type hydro-power plant using CFD
title_full Trash diverter orientation angle optimization at run-off river type hydro-power plant using CFD
title_fullStr Trash diverter orientation angle optimization at run-off river type hydro-power plant using CFD
title_full_unstemmed Trash diverter orientation angle optimization at run-off river type hydro-power plant using CFD
title_sort trash diverter orientation angle optimization at run-off river type hydro-power plant using cfd
publishDate 2023
_version_ 1806428381831495680