Prediction on sediment movement for dredging purposes at wharf number 1 to 7, South Port, Port Klang / Nazmi Zainal
A prediction on the sediment movement is essential for dredging works. In order to achieve this, the sedimentation area and the dredging location have to be identified to ensure a steady flow in the harbour. Because the determination of the required depth for the safety passage of the vessels is ina...
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1992
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my-uitm-ir.1045702024-10-10T09:20:25Z Prediction on sediment movement for dredging purposes at wharf number 1 to 7, South Port, Port Klang / Nazmi Zainal 1992 Zainal, Nazmi General preliminary operations. Dredging. Submarine building A prediction on the sediment movement is essential for dredging works. In order to achieve this, the sedimentation area and the dredging location have to be identified to ensure a steady flow in the harbour. Because the determination of the required depth for the safety passage of the vessels is inadequate by merely monitoring the seabed topography. In this project, the prediction of sediment movement depends on the sounding and flow parameters data acquired from the year 1988 to early 1992 and the equations used. However, these data collections are within the scope of the hydrographer. The sedimentation area is determined from contour plans while the location that should be dredged is obtained from longitudinal and cross sections. 1992 Thesis https://ir.uitm.edu.my/id/eprint/104570/ https://ir.uitm.edu.my/id/eprint/104570/1/104570.pdf text en public advanced_diploma Universiti Teknologi MARA (UiTM) Faculty of Architecture, Planning and Surveying Misran, Redzwan |
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Universiti Teknologi MARA |
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UiTM Institutional Repository |
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English |
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Misran, Redzwan |
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General preliminary operations Dredging Submarine building |
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General preliminary operations Dredging Submarine building Zainal, Nazmi Prediction on sediment movement for dredging purposes at wharf number 1 to 7, South Port, Port Klang / Nazmi Zainal |
description |
A prediction on the sediment movement is essential for dredging works. In order to achieve this, the sedimentation area and the dredging location have to be identified to ensure a steady flow in the harbour. Because the determination of the required depth for the safety passage of the vessels is inadequate by merely monitoring the seabed topography. In this project, the prediction of sediment movement depends on the sounding and flow parameters data acquired from the year 1988 to early 1992 and the equations used. However, these data collections are within the scope of the hydrographer. The sedimentation area is determined from contour plans while the location that should be dredged is obtained from longitudinal and cross sections. |
format |
Thesis |
qualification_level |
advanced_diploma |
author |
Zainal, Nazmi |
author_facet |
Zainal, Nazmi |
author_sort |
Zainal, Nazmi |
title |
Prediction on sediment movement for dredging purposes at wharf number 1 to 7, South Port, Port Klang / Nazmi Zainal |
title_short |
Prediction on sediment movement for dredging purposes at wharf number 1 to 7, South Port, Port Klang / Nazmi Zainal |
title_full |
Prediction on sediment movement for dredging purposes at wharf number 1 to 7, South Port, Port Klang / Nazmi Zainal |
title_fullStr |
Prediction on sediment movement for dredging purposes at wharf number 1 to 7, South Port, Port Klang / Nazmi Zainal |
title_full_unstemmed |
Prediction on sediment movement for dredging purposes at wharf number 1 to 7, South Port, Port Klang / Nazmi Zainal |
title_sort |
prediction on sediment movement for dredging purposes at wharf number 1 to 7, south port, port klang / nazmi zainal |
granting_institution |
Universiti Teknologi MARA (UiTM) |
granting_department |
Faculty of Architecture, Planning and Surveying |
publishDate |
1992 |
url |
https://ir.uitm.edu.my/id/eprint/104570/1/104570.pdf |
_version_ |
1818588111523807232 |