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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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 |
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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 |
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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 |
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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. |
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57210264907 |
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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. |
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Book chapter |
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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. |
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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 |
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1814061121796046848 |
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13.214268 |