Nearshore wave analysis of Batu Pahat river estuary

Estuary, like other coastal systems, is ephemeral; undergo continuous geological evolution and very active coastal region. In this study, Batu Pahat river estuary is chosen, to observe wave conditions near shore.Estuary of Sungai Batu Pahat is facing critical erosion due to navigation channel and e...

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Main Author: Norazlina, Bateni.
Format: Final Year Project Report / IMRAD
Language:English
English
Published: UNIMAS 2008
Subjects:
Online Access:http://ir.unimas.my/id/eprint/7080/
http://ir.unimas.my/id/eprint/7080/1/Nearshore%20Wave%20Analysis%20of%20Batu%20Pahat%20River%20Estuary%2024%20pgs.pdf
http://ir.unimas.my/id/eprint/7080/7/NORAZLINA%20BINTI%20BATENI.pdf
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author Norazlina, Bateni.
author_facet Norazlina, Bateni.
author_sort Norazlina, Bateni.
building UNIMAS Institutional Repository
collection Online Access
description Estuary, like other coastal systems, is ephemeral; undergo continuous geological evolution and very active coastal region. In this study, Batu Pahat river estuary is chosen, to observe wave conditions near shore.Estuary of Sungai Batu Pahat is facing critical erosion due to navigation channel and exposed to high energy wave conditions from the Strait of Melacca. The offshore wave data are analyzed for various design waves of average one third of maximum wave heights (H1/3) and extreme value of Gumbel and Weibull statistical distribution with three wave scenarios of Annual, Northeast Monsoon and Southwest Monsoon. This was followed by calculation of wave transformation near shore using linear wave theory of Regular Wave theory and SWAN (Simulation Wave Nearshore) modeling formulated from Irregular Wave theory of spectral method. Gumbel statistical distribution predicted higher wave height near shore compared to Weibull statistical distribution. H1/3 gives the smallest. Then, in SWAN analysis results of finer grid size of 25m x 25m and coarse grid size of 50m x 50m grid size were compared. Finer grid size gave smaller results of wave heights at the same depth of coarse grid size. Furthermore, bathymetry of Sungai Batu Pahat is digitized and interpolated using SURFER program to provide with dredging and reclamation effects at the site. The bathymetry data was then exported to SWAN as SWAN bottom data. Dredging and reclamation activities had affected wave condition nearshore. Wave height, period, direction and energy dissipation is increased at nearshore area when compared to without dredging and reclamation effects. Thus, nearshore wave analysis had been successfully determined for various conditions and scenarios at Batu Pahat river estuary.
first_indexed 2025-11-15T06:17:38Z
format Final Year Project Report / IMRAD
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institution Universiti Malaysia Sarawak
institution_category Local University
language English
English
last_indexed 2025-11-15T06:17:38Z
publishDate 2008
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recordtype eprints
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spelling unimas-70802024-01-24T08:10:42Z http://ir.unimas.my/id/eprint/7080/ Nearshore wave analysis of Batu Pahat river estuary Norazlina, Bateni. TA Engineering (General). Civil engineering (General) Estuary, like other coastal systems, is ephemeral; undergo continuous geological evolution and very active coastal region. In this study, Batu Pahat river estuary is chosen, to observe wave conditions near shore.Estuary of Sungai Batu Pahat is facing critical erosion due to navigation channel and exposed to high energy wave conditions from the Strait of Melacca. The offshore wave data are analyzed for various design waves of average one third of maximum wave heights (H1/3) and extreme value of Gumbel and Weibull statistical distribution with three wave scenarios of Annual, Northeast Monsoon and Southwest Monsoon. This was followed by calculation of wave transformation near shore using linear wave theory of Regular Wave theory and SWAN (Simulation Wave Nearshore) modeling formulated from Irregular Wave theory of spectral method. Gumbel statistical distribution predicted higher wave height near shore compared to Weibull statistical distribution. H1/3 gives the smallest. Then, in SWAN analysis results of finer grid size of 25m x 25m and coarse grid size of 50m x 50m grid size were compared. Finer grid size gave smaller results of wave heights at the same depth of coarse grid size. Furthermore, bathymetry of Sungai Batu Pahat is digitized and interpolated using SURFER program to provide with dredging and reclamation effects at the site. The bathymetry data was then exported to SWAN as SWAN bottom data. Dredging and reclamation activities had affected wave condition nearshore. Wave height, period, direction and energy dissipation is increased at nearshore area when compared to without dredging and reclamation effects. Thus, nearshore wave analysis had been successfully determined for various conditions and scenarios at Batu Pahat river estuary. UNIMAS 2008 Final Year Project Report / IMRAD NonPeerReviewed text en http://ir.unimas.my/id/eprint/7080/1/Nearshore%20Wave%20Analysis%20of%20Batu%20Pahat%20River%20Estuary%2024%20pgs.pdf text en http://ir.unimas.my/id/eprint/7080/7/NORAZLINA%20BINTI%20BATENI.pdf Norazlina, Bateni. (2008) Nearshore wave analysis of Batu Pahat river estuary. [Final Year Project Report / IMRAD] (Unpublished)
spellingShingle TA Engineering (General). Civil engineering (General)
Norazlina, Bateni.
Nearshore wave analysis of Batu Pahat river estuary
title Nearshore wave analysis of Batu Pahat river estuary
title_full Nearshore wave analysis of Batu Pahat river estuary
title_fullStr Nearshore wave analysis of Batu Pahat river estuary
title_full_unstemmed Nearshore wave analysis of Batu Pahat river estuary
title_short Nearshore wave analysis of Batu Pahat river estuary
title_sort nearshore wave analysis of batu pahat river estuary
topic TA Engineering (General). Civil engineering (General)
url http://ir.unimas.my/id/eprint/7080/
http://ir.unimas.my/id/eprint/7080/1/Nearshore%20Wave%20Analysis%20of%20Batu%20Pahat%20River%20Estuary%2024%20pgs.pdf
http://ir.unimas.my/id/eprint/7080/7/NORAZLINA%20BINTI%20BATENI.pdf