Hydrodynamic Modeiingfor Tanjung Kepah, Perak

The objective ofthis report is to detail the progress ofthe computer simulation of coastal hydrodynamic, which is MIKE 21. Firstly, a study has been carried out at Tanjung Kepah, Lumut to study the impacts of wave distribution patterns in that area. Tanjung Kepah is chosen because there are erosi...

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Main Author: Tong, Wen Jie
Format: Final Year Project
Language:English
Published: Universiti Teknologi Petronas 2006
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Online Access:http://utpedia.utp.edu.my/9077/1/2006%20Bachelor%20-%20Hydrodynamic%20Modeling%20For%20Tanjung%20Kepah%20Perak.pdf
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spelling my-utp-utpedia.90772017-01-25T09:46:04Z http://utpedia.utp.edu.my/9077/ Hydrodynamic Modeiingfor Tanjung Kepah, Perak Tong, Wen Jie TA Engineering (General). Civil engineering (General) The objective ofthis report is to detail the progress ofthe computer simulation of coastal hydrodynamic, which is MIKE 21. Firstly, a study has been carried out at Tanjung Kepah, Lumut to study the impacts of wave distribution patterns in that area. Tanjung Kepah is chosen because there are erosion activities going on at the coast. Tanjung Kepah is studied and modeled with the MIKE 21 software to provide the best solution to prevent the erosion acivities. The primary data and secondary data on oceanographical condition, site topography and bathymetry are collected from various sources. Thus, the existing hydraulic environment conditions are analyzed based on the parameters relating to currents, tides, waves and wind. And also, the wave data analysis is carried out to predict the extreme wave heights in various return periods. The execution of computer modeling will cover several phases, which are bathymetry modeling, simulation of wave analysis, and simulation of coastal hydrodynamic incorporated with wave radiation stress. The simulation has been successfully completed, the results are interpreted and analyzed. From the analysis, the incoming waves at a distance of 100 meter from the Tanjung Kepah coast have a maximum wave height of 0.70 meter above ACD during spring high tide at return period of 50 years. The incoming current flow is 0.22 m/s at 320° during flood tide and outgoing current flow is 0.27 m/s at 138° during ebb tide. Thus, this report can be used by the authorities as a reference in order to study the existing coastal hydrodynamic of Tanjung Kepah and decide the preventive actions to be taken to protect the coast. Besides that, the authorities can use this report to do a preliminary design of protective structure, such as breakwaters. Universiti Teknologi Petronas 2006-12 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/9077/1/2006%20Bachelor%20-%20Hydrodynamic%20Modeling%20For%20Tanjung%20Kepah%20Perak.pdf Tong, Wen Jie (2006) Hydrodynamic Modeiingfor Tanjung Kepah, Perak. Universiti Teknologi Petronas. (Unpublished)
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Tong, Wen Jie
Hydrodynamic Modeiingfor Tanjung Kepah, Perak
description The objective ofthis report is to detail the progress ofthe computer simulation of coastal hydrodynamic, which is MIKE 21. Firstly, a study has been carried out at Tanjung Kepah, Lumut to study the impacts of wave distribution patterns in that area. Tanjung Kepah is chosen because there are erosion activities going on at the coast. Tanjung Kepah is studied and modeled with the MIKE 21 software to provide the best solution to prevent the erosion acivities. The primary data and secondary data on oceanographical condition, site topography and bathymetry are collected from various sources. Thus, the existing hydraulic environment conditions are analyzed based on the parameters relating to currents, tides, waves and wind. And also, the wave data analysis is carried out to predict the extreme wave heights in various return periods. The execution of computer modeling will cover several phases, which are bathymetry modeling, simulation of wave analysis, and simulation of coastal hydrodynamic incorporated with wave radiation stress. The simulation has been successfully completed, the results are interpreted and analyzed. From the analysis, the incoming waves at a distance of 100 meter from the Tanjung Kepah coast have a maximum wave height of 0.70 meter above ACD during spring high tide at return period of 50 years. The incoming current flow is 0.22 m/s at 320° during flood tide and outgoing current flow is 0.27 m/s at 138° during ebb tide. Thus, this report can be used by the authorities as a reference in order to study the existing coastal hydrodynamic of Tanjung Kepah and decide the preventive actions to be taken to protect the coast. Besides that, the authorities can use this report to do a preliminary design of protective structure, such as breakwaters.
format Final Year Project
author Tong, Wen Jie
author_facet Tong, Wen Jie
author_sort Tong, Wen Jie
title Hydrodynamic Modeiingfor Tanjung Kepah, Perak
title_short Hydrodynamic Modeiingfor Tanjung Kepah, Perak
title_full Hydrodynamic Modeiingfor Tanjung Kepah, Perak
title_fullStr Hydrodynamic Modeiingfor Tanjung Kepah, Perak
title_full_unstemmed Hydrodynamic Modeiingfor Tanjung Kepah, Perak
title_sort hydrodynamic modeiingfor tanjung kepah, perak
publisher Universiti Teknologi Petronas
publishDate 2006
url http://utpedia.utp.edu.my/9077/1/2006%20Bachelor%20-%20Hydrodynamic%20Modeling%20For%20Tanjung%20Kepah%20Perak.pdf
http://utpedia.utp.edu.my/9077/
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score 13.18916