A Study of Flow Pattern and Sedimentation in Hydraulic Physical Model

Sustainability of hydroelectric dams has been questioned due to the sedimentation, erosion and vortex formation at the dams. This study had assessed the potential of sedimentation, erosion and vortex formation based on the flow pattern formed via hydraulic physical model (Scale of 1:100). Four cases...

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Main Authors: Khan M.N.N., Zainol M.R.R.M.A., Ahmad M.A., Zahari N.M., Zawawi M.H., Radzi M.R.M., Aziz N.A., Ghazali F.N.C., Abas M.A.
Other Authors: 57210264907
Format: Book chapter
Published: Springer Nature 2024
Subjects:
Dam
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spelling my.uniten.dspace-344642024-10-14T11:19:58Z A Study of Flow Pattern and Sedimentation in Hydraulic Physical Model Khan M.N.N. Zainol M.R.R.M.A. Ahmad M.A. Zahari N.M. Zawawi M.H. Radzi M.R.M. Aziz N.A. Ghazali F.N.C. Abas M.A. 57210264907 57193313971 57219159320 54891672300 39162217600 57204677038 57201665672 57204810651 56893346700 Dam Flow Pattern Hydraulic Physical Model Dams Erosion Sedimentation Vortex flow Water levels Concentrated load Hydraulic physical model Hydroelectric dams Model scale Physical modelling Up stream Vortex formation Water inlets Water surface Flow patterns Sustainability of hydroelectric dams has been questioned due to the sedimentation, erosion and vortex formation at the dams. This study had assessed the potential of sedimentation, erosion and vortex formation based on the flow pattern formed via hydraulic physical model (Scale of 1:100). Four cases have been tested which are Case 1 (the position of water inlet at the middle with stage of 0.38 m), Case 2 (the position of water inlet at the middle with stage 0.34 m), Case 3 (the position of water inlet at the side with stage of 0.38 m) and Case 4 (the position of water inlet at side with stage 0.34 m). Based on Case 3, the range of flow velocities obtained was 0.3�2.1�m/s at 20% from water surface, leading to erosion at the dam bank and sedimentation which focused on the side of the dam that threatened the stability of the dam due to the concentrated load of sediment. Vortex type 5�6 had been identified for a period of 15�30 s. Overall, the flow pattern at the dam up-stream was influenced by the position of water inlet from dam�s upstream, flowrate of the dam and the depth from the water level. � The Author(s), under exclusive license to Springer Nature Switzerland AG 2023. Final 2024-10-14T03:19:57Z 2024-10-14T03:19:57Z 2023 Book chapter 10.1007/978-3-031-45964-1_6 2-s2.0-85175203871 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85175203871&doi=10.1007%2f978-3-031-45964-1_6&partnerID=40&md5=541fabf431d3549473522fba00f581e2 https://irepository.uniten.edu.my/handle/123456789/34464 38 62 76 Springer Nature 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 Dam
Flow Pattern
Hydraulic Physical Model
Dams
Erosion
Sedimentation
Vortex flow
Water levels
Concentrated load
Hydraulic physical model
Hydroelectric dams
Model scale
Physical modelling
Up stream
Vortex formation
Water inlets
Water surface
Flow patterns
spellingShingle Dam
Flow Pattern
Hydraulic Physical Model
Dams
Erosion
Sedimentation
Vortex flow
Water levels
Concentrated load
Hydraulic physical model
Hydroelectric dams
Model scale
Physical modelling
Up stream
Vortex formation
Water inlets
Water surface
Flow patterns
Khan M.N.N.
Zainol M.R.R.M.A.
Ahmad M.A.
Zahari N.M.
Zawawi M.H.
Radzi M.R.M.
Aziz N.A.
Ghazali F.N.C.
Abas M.A.
A Study of Flow Pattern and Sedimentation in Hydraulic Physical Model
description Sustainability of hydroelectric dams has been questioned due to the sedimentation, erosion and vortex formation at the dams. This study had assessed the potential of sedimentation, erosion and vortex formation based on the flow pattern formed via hydraulic physical model (Scale of 1:100). Four cases have been tested which are Case 1 (the position of water inlet at the middle with stage of 0.38 m), Case 2 (the position of water inlet at the middle with stage 0.34 m), Case 3 (the position of water inlet at the side with stage of 0.38 m) and Case 4 (the position of water inlet at side with stage 0.34 m). Based on Case 3, the range of flow velocities obtained was 0.3�2.1�m/s at 20% from water surface, leading to erosion at the dam bank and sedimentation which focused on the side of the dam that threatened the stability of the dam due to the concentrated load of sediment. Vortex type 5�6 had been identified for a period of 15�30 s. Overall, the flow pattern at the dam up-stream was influenced by the position of water inlet from dam�s upstream, flowrate of the dam and the depth from the water level. � The Author(s), under exclusive license to Springer Nature Switzerland AG 2023.
author2 57210264907
author_facet 57210264907
Khan M.N.N.
Zainol M.R.R.M.A.
Ahmad M.A.
Zahari N.M.
Zawawi M.H.
Radzi M.R.M.
Aziz N.A.
Ghazali F.N.C.
Abas M.A.
format Book chapter
author Khan M.N.N.
Zainol M.R.R.M.A.
Ahmad M.A.
Zahari N.M.
Zawawi M.H.
Radzi M.R.M.
Aziz N.A.
Ghazali F.N.C.
Abas M.A.
author_sort Khan M.N.N.
title A Study of Flow Pattern and Sedimentation in Hydraulic Physical Model
title_short A Study of Flow Pattern and Sedimentation in Hydraulic Physical Model
title_full A Study of Flow Pattern and Sedimentation in Hydraulic Physical Model
title_fullStr A Study of Flow Pattern and Sedimentation in Hydraulic Physical Model
title_full_unstemmed A Study of Flow Pattern and Sedimentation in Hydraulic Physical Model
title_sort study of flow pattern and sedimentation in hydraulic physical model
publisher Springer Nature
publishDate 2024
_version_ 1814061121796046848
score 13.214268