Two Dimensional Hydrodynamic Modelling of Northern Bay of Bengal Coastal Waters

Abstract

Mathematical models have advancement to a point where they are considered to be an effective tool for simulating natural phenomena in coastal regions. This paper discusses the development of Bay of Bengal Model (BoBM), updating of the model with the recent bathymetry and shore line of islands and coastline and upgrading from rectangular grid to finer size of mesh grids by using latest version of MIKE21 FM modeling system. This model is very useful for the hydrodynamic study in the coastal region of Bangladesh. The article also presents the model set-up, boundary conditions and few calibration results of the model. The model applications clearly show the variation of the flow structure, their speed and direction separately for monsoon and dry season around the model area which covers the northern part of Bay of Bengal.

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Uddin, M. , Alam, J. , Khan, Z. , Jahid Hasan, G. and Rahman, T. (2014) Two Dimensional Hydrodynamic Modelling of Northern Bay of Bengal Coastal Waters. Computational Water, Energy, and Environmental Engineering, 3, 140-151. doi: 10.4236/cweee.2014.34015.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] Sindhu, M. (2012) Numerical Modelling of Tides and Storm Surges in the Bay of Bengal. Ph.D. Thesis, Goa University, Goa.
[2] Koen, W.D. (2011) Moving Coastlines, Emergence and Use of Land in the Ganges-Brahmaputra-Meghna Estuary. The University Press, Dhaka, 2 p.
[3] Coleman, J.M. (1969) Brahmaputra River: Channel Process and Sedimentation. Sedimentary Geology, 3, 129-239.
http://dx.doi.org/10.1016/0037-0738(69)90010-4
[4] Milliman, J.D. (1991) Flux and Fate of Fluvial Sediment and Water in Coastal Seas. In: Mantoura, R.F.C., Martin, J.-M. and Wollast, R., Eds., Ocean Margin Processes in Global Change, John Willey and Sons Ltd., Chichester, 69-89.
[5] CSPS (1998) Cyclone Shelter Preparatory Study, Stage I: Feasibility Phase. Final Report. Mathematical Modelling of Cyclone-Surge and Related Flooding. European Commission, Directorate General External Economic Relations. Technical Unit for Asia Centre, Planning Commission, Dhaka.
[6] S.W.M.C. (2001) Two-Dimensional Model of the Meghna Estuary. 2nd Update Report, Submitted to MES by Surface Water Modelling Center.
[7] Jakobsen, F., Azam, M.H. and Kabir, M.M. (2002) Residual Flow in the Meghna Estuary on the Coastline of Bangladesh. Estuarine, Coastal and Shelf Science, 55, 587-597.
http://dx.doi.org/10.1006/ecss.2001.0929
[8] MWR (1997) Meghna Estuary Study, Salinity Distribution in the Estuary. Ministry of Water Resources, Bangladesh Water Development Board, Technical Note MES-004. Report by DHV Consultants BV for DGIS/DANIDA and GOB.
[9] EDP (2010) Estuary Development Programme, Final Report, Submitted to Ministry of Water Resources, Bangladesh Water Development Board by Institute of Water Modelling.
[10] IWM (2006) Hydraulic Modelling Study in Connection with Feasibility Study for Hatiya-Nijhum Dwip Cross-Dam Project.
[11] IWM (2009) Survey and Modelling Study of Sandwip-Urirchar-Noakhali Cross-Dam(s). Final Report, Submitted to Char Development and Settlement Project-III (CDSP-III) by Institute of Water Modelling.

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