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Modelling of hydrodynamics and sediment transport at Pantai Tok Jembal, Kuala Terengganu Mengabang Telipot, Terengganu, using MIKE 21

This study is mainly concerned with simulation of hydrodynamics behaviours and sediment transport characteristics at coastal areas. The field data of the coastal area at Mengabang Telipot recorded by Institute of Oceanography at University of Malaysia Terengganu for January and February of year 2009...

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Main Authors: Ahmad, M. F., Siang, A. Y.
Format: Book Section
Published: IGI Global 2013
Subjects:
TJ Mechanical engineering and machinery
Online Access:http://eprints.utm.my/id/eprint/74676/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84944630951&doi=10.4018%2f978-1-4666-4317-8.ch007&partnerID=40&md5=69bb6605a30d703a1bfe75a13a4d3136
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spelling my.utm.746762017-11-26T05:55:39Z http://eprints.utm.my/id/eprint/74676/ Modelling of hydrodynamics and sediment transport at Pantai Tok Jembal, Kuala Terengganu Mengabang Telipot, Terengganu, using MIKE 21 Ahmad, M. F. Siang, A. Y. TJ Mechanical engineering and machinery This study is mainly concerned with simulation of hydrodynamics behaviours and sediment transport characteristics at coastal areas. The field data of the coastal area at Mengabang Telipot recorded by Institute of Oceanography at University of Malaysia Terengganu for January and February of year 2009 have been integrated with two-dimensional modelling system, MIKE 21. A hydrodynamic module of MIKE 21 has been used to simulate the hydrodynamic flow of the study area and the output was integrated with the non-cohesive sediment transport module to model the sediment transport patterns, capacity, and bed level changes. The effect of wave-current interaction is included in the simulation. The model simulates the hydrodynamics satisfactorily with mean current velocity 0.15 ms-1 and 0.10 ms-1, respectively, with maximum value up to 0.40 ms-1. Simulated sediment transport pattern spreads eastward predominantly and suggest an average capacity below 400 m3/yr/m. Initial rates of bed level changes vary between -0.01 m/day to 0.01 m/day. Outcome of the simulation is expected to be representative and give hydrodynamics and sediment logical information of the area. IGI Global 2013 Book Section PeerReviewed Ahmad, M. F. and Siang, A. Y. (2013) Modelling of hydrodynamics and sediment transport at Pantai Tok Jembal, Kuala Terengganu Mengabang Telipot, Terengganu, using MIKE 21. In: Marine Technology and Sustainable Development: Green Innovations. IGI Global, pp. 109-126. ISBN 978-146664318-5 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84944630951&doi=10.4018%2f978-1-4666-4317-8.ch007&partnerID=40&md5=69bb6605a30d703a1bfe75a13a4d3136
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TJ Mechanical engineering and machinery
spellingShingle TJ Mechanical engineering and machinery
Ahmad, M. F.
Siang, A. Y.
Modelling of hydrodynamics and sediment transport at Pantai Tok Jembal, Kuala Terengganu Mengabang Telipot, Terengganu, using MIKE 21
description This study is mainly concerned with simulation of hydrodynamics behaviours and sediment transport characteristics at coastal areas. The field data of the coastal area at Mengabang Telipot recorded by Institute of Oceanography at University of Malaysia Terengganu for January and February of year 2009 have been integrated with two-dimensional modelling system, MIKE 21. A hydrodynamic module of MIKE 21 has been used to simulate the hydrodynamic flow of the study area and the output was integrated with the non-cohesive sediment transport module to model the sediment transport patterns, capacity, and bed level changes. The effect of wave-current interaction is included in the simulation. The model simulates the hydrodynamics satisfactorily with mean current velocity 0.15 ms-1 and 0.10 ms-1, respectively, with maximum value up to 0.40 ms-1. Simulated sediment transport pattern spreads eastward predominantly and suggest an average capacity below 400 m3/yr/m. Initial rates of bed level changes vary between -0.01 m/day to 0.01 m/day. Outcome of the simulation is expected to be representative and give hydrodynamics and sediment logical information of the area.
format Book Section
author Ahmad, M. F.
Siang, A. Y.
author_facet Ahmad, M. F.
Siang, A. Y.
author_sort Ahmad, M. F.
title Modelling of hydrodynamics and sediment transport at Pantai Tok Jembal, Kuala Terengganu Mengabang Telipot, Terengganu, using MIKE 21
title_short Modelling of hydrodynamics and sediment transport at Pantai Tok Jembal, Kuala Terengganu Mengabang Telipot, Terengganu, using MIKE 21
title_full Modelling of hydrodynamics and sediment transport at Pantai Tok Jembal, Kuala Terengganu Mengabang Telipot, Terengganu, using MIKE 21
title_fullStr Modelling of hydrodynamics and sediment transport at Pantai Tok Jembal, Kuala Terengganu Mengabang Telipot, Terengganu, using MIKE 21
title_full_unstemmed Modelling of hydrodynamics and sediment transport at Pantai Tok Jembal, Kuala Terengganu Mengabang Telipot, Terengganu, using MIKE 21
title_sort modelling of hydrodynamics and sediment transport at pantai tok jembal, kuala terengganu mengabang telipot, terengganu, using mike 21
publisher IGI Global
publishDate 2013
url http://eprints.utm.my/id/eprint/74676/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84944630951&doi=10.4018%2f978-1-4666-4317-8.ch007&partnerID=40&md5=69bb6605a30d703a1bfe75a13a4d3136
_version_ 1643656907281399808
score 13.211869

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