Fluid-Structure Interaction (Fsi) And Sediment Transport Study Of Tnb Hydropower Station

During ancient times, the dam is built solely for water supply however as humans evolves, the function of the dam also increased in order to fulfil human needs. As time passing, a problem has aroused which causing a lot of difficulties at the dam. The problem is caused by the sediment. Sedimentation...

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Main Author: Yusof, Wan Putera Saidina Umar Wan
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2019
Subjects:
Online Access:http://eprints.usm.my/58392/
http://eprints.usm.my/58392/1/Fluid-Structure%20Interaction%20%28Fsi%29%20And%20Sediment%20Transport%20Study%20Of%20Tnb%20Hydropower%20Station.pdf
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author Yusof, Wan Putera Saidina Umar Wan
author_facet Yusof, Wan Putera Saidina Umar Wan
author_sort Yusof, Wan Putera Saidina Umar Wan
building USM Institutional Repository
collection Online Access
description During ancient times, the dam is built solely for water supply however as humans evolves, the function of the dam also increased in order to fulfil human needs. As time passing, a problem has aroused which causing a lot of difficulties at the dam. The problem is caused by the sediment. Sedimentation will affect the dam in various things such as the safety of dams and reduces energy production, storage, discharge capacity and flood attenuation capabilities. The purpose of this research is to study the movement of the sediment transportation at the TNB hydropower station at Chenderoh Dam. The scaled down model is constructed using the SolidWorks and then it is fabricated to the physical model. The simulation of 3D model is carried out using ANSYS Fluid Structural Interaction. The formulation used is Discrete Particle Method (DPM), Discrete Element Method (DEM) and Navier-Stokes respectively. Particle image velocimetry experiment will also be conducted to verify the simulation results. Finally, the results such as velocity and flow direction are compared, acknowledging the great similarity between numerical simulation and experimental test. Also, in this study, the chemical properties of the sediment and its size are found. Moreover, the scouring rate also being discussed in this research. The highest percentage error between simulation and PIV is 4.89%. Additionally, the highest scouring rate is 4.20E-9 kg/s while highest deposition rate is 2.00E-6 kg/s. According to the findings, the period for a maintenance needs to be done is every 8.9 years. These results will serve as a basis to improve the sediment transportation at Chenderoh Dam in the future.
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format Monograph
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institution Universiti Sains Malaysia
institution_category Local University
language English
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publishDate 2019
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spelling usm-583922023-05-08T08:55:09Z http://eprints.usm.my/58392/ Fluid-Structure Interaction (Fsi) And Sediment Transport Study Of Tnb Hydropower Station Yusof, Wan Putera Saidina Umar Wan T Technology TJ Mechanical engineering and machinery During ancient times, the dam is built solely for water supply however as humans evolves, the function of the dam also increased in order to fulfil human needs. As time passing, a problem has aroused which causing a lot of difficulties at the dam. The problem is caused by the sediment. Sedimentation will affect the dam in various things such as the safety of dams and reduces energy production, storage, discharge capacity and flood attenuation capabilities. The purpose of this research is to study the movement of the sediment transportation at the TNB hydropower station at Chenderoh Dam. The scaled down model is constructed using the SolidWorks and then it is fabricated to the physical model. The simulation of 3D model is carried out using ANSYS Fluid Structural Interaction. The formulation used is Discrete Particle Method (DPM), Discrete Element Method (DEM) and Navier-Stokes respectively. Particle image velocimetry experiment will also be conducted to verify the simulation results. Finally, the results such as velocity and flow direction are compared, acknowledging the great similarity between numerical simulation and experimental test. Also, in this study, the chemical properties of the sediment and its size are found. Moreover, the scouring rate also being discussed in this research. The highest percentage error between simulation and PIV is 4.89%. Additionally, the highest scouring rate is 4.20E-9 kg/s while highest deposition rate is 2.00E-6 kg/s. According to the findings, the period for a maintenance needs to be done is every 8.9 years. These results will serve as a basis to improve the sediment transportation at Chenderoh Dam in the future. Universiti Sains Malaysia 2019-05-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/58392/1/Fluid-Structure%20Interaction%20%28Fsi%29%20And%20Sediment%20Transport%20Study%20Of%20Tnb%20Hydropower%20Station.pdf Yusof, Wan Putera Saidina Umar Wan (2019) Fluid-Structure Interaction (Fsi) And Sediment Transport Study Of Tnb Hydropower Station. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Mekanik. (Submitted)
spellingShingle T Technology
TJ Mechanical engineering and machinery
Yusof, Wan Putera Saidina Umar Wan
Fluid-Structure Interaction (Fsi) And Sediment Transport Study Of Tnb Hydropower Station
title Fluid-Structure Interaction (Fsi) And Sediment Transport Study Of Tnb Hydropower Station
title_full Fluid-Structure Interaction (Fsi) And Sediment Transport Study Of Tnb Hydropower Station
title_fullStr Fluid-Structure Interaction (Fsi) And Sediment Transport Study Of Tnb Hydropower Station
title_full_unstemmed Fluid-Structure Interaction (Fsi) And Sediment Transport Study Of Tnb Hydropower Station
title_short Fluid-Structure Interaction (Fsi) And Sediment Transport Study Of Tnb Hydropower Station
title_sort fluid-structure interaction (fsi) and sediment transport study of tnb hydropower station
topic T Technology
TJ Mechanical engineering and machinery
url http://eprints.usm.my/58392/
http://eprints.usm.my/58392/1/Fluid-Structure%20Interaction%20%28Fsi%29%20And%20Sediment%20Transport%20Study%20Of%20Tnb%20Hydropower%20Station.pdf