STUDY ON THE SEDIMENT TRANSPORT PROCESSES IN CAM RANH BAY USING MIKE 21/3 FM COUPLE MODEL

Nguyen Ngoc Tien
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Authors

  • Nguyen Ngoc Tien Institute for Marine Geology and Geophysics-VAST

DOI:

https://doi.org/10.15625/1859-3097/14/3/5160

Keywords:

Model, sediment, Cam Ranh.

Abstract

In this paper, MIKE 21/3 FM COUPLE software was applied to assess the impact of wind, wave, current, tides in South-West monsoon on sediment transport and bottom terrain modification in Cam Ranh bay. The results show that: In South-West monsoon, the impact of wave and current is minor. Tide is dominant factor effecting sediment spread. In the flood tide phases, tide increases the penetration of sea water and sediment from open sea into the lagoons and vice versa during ebb tide phases, hence, sediment accumulation and bottom terrain modification is not much.

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References

Lyard F., F. Lefevre, T. Letellier, and O. Francis, 2006. “Modelling the global ocean tides: modern insights from FES2004”. Ocean Dynamics, 56, 394-415.

Arcement, G. J., Jr. and V. R. Schneider 1989. “Guide for Selecting Manning’s Roughness Coefficients for Natural Channels and Flood Plains”. U.S. Geological Survey Water Supply Paper 2339, 38 p.

Katopodi, I. and Ribberink, J. S., 1992. “Quasi-3D Modeling of Suspended Sediment Transport by Currents and Waves”, Coastal Engineering, Vol. 18, p. 83-110.

DHI - MIKE 21/3 Couple Model FM, User Guide, DHI Software 2007

Van Rijn, L., 1993. “Principles of Sediment Transport in Rivers, Estuaries and Coastal Seas”, Aqua Publications, The Netherlands.

World Ocean Atlas, 2013. “National Oceanographic Data Center. 2013. http://www.nodc.noaa.gov/cgi-bin/OC5/woa13.pl

Vũ Thanh Ca, 2004. Phương pháp xử lý các điều kiện biên cứng và biên mở trong các mô hình sóng tuyến tính không dừng. Tạp chí khoa học kỹ thuật Thuỷ lợi và Môi trường, số 6 tháng 9/2004.

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Published

30-09-2014

How to Cite

Tien, N. N. (2014). STUDY ON THE SEDIMENT TRANSPORT PROCESSES IN CAM RANH BAY USING MIKE 21/3 FM COUPLE MODEL. Vietnam Journal of Marine Science and Technology, 14(3), 229–237. https://doi.org/10.15625/1859-3097/14/3/5160

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