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  1. Myanmar Maritime University
  2. Department of Port and Harbour Engineering

Numerical simulation on sedimentation in Yangon River and its navigation channel

http://hdl.handle.net/20.500.12678/0000007200
http://hdl.handle.net/20.500.12678/0000007200
c2888311-bbab-406c-ad57-3844c5307e07
1dc2950d-247f-4d76-9391-87aaa8d1fec3
None
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La_mer_1302_初稿ゲラ_出版社校正.pdf La_mer_1302_初稿ゲラ_出版社校正.pdf (1.7 MB)
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Publication type
Journal article
Upload type
Publication
Title
Title Numerical simulation on sedimentation in Yangon River and its navigation channel
Language en
Publication date 2013-12-30
Authors
TOE TOE AUNG
Takenori.SHIMOZONO
Akio.OKAYASU
Description
A shallow area called, Inner Bar,near Yangon Port is a major obstacle for Yangon
Rivertraffic.In order to obtain basic information for these dimentation problem, characteristics offlow,
sediment transport and bedlevel changes were investigated for Yangon River and
its navigation channel by means of numerical simulation. 3D Princeton Ocean Model(POM)
with a wetting and drying scheme was used to cope with large tidal ranges for predicting the
river and tidal flows.Topographic data,upstream river discharges and tidal elevations at the
river mouth were given as the inputdata for the models.Computed depth-averaged velocity
was verified against field data of NELSON(2000).Bed shear stress was evaluated from bottom
velocity calculated by the 3Dflow model.Bed level change was simulated with a2D sediment
transport model for different seasonal and tidal conditions.Sediment diameter used in the calculation was obtained by sand sampling from material of Inner Bar.
The simulation clearly
showed large amount of sand deposition at Inner Bar and some other areas in the river.Estimated amount of sedimentation around Inner Bar was roughly equivalent to that of bottom
material dredged by Myanmar Port Authority to maintain the depth.
Keywords
YangonRiver, sedimentation, numericalcalculation, tide, wetting, drying
Journal articles
3-4
La mer; Japan Oceanographic Journal
91-104
51
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