3D Numerical Model for Pearl River Estuary
Author:
Affiliation:
1. Assoc. Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.
2. Res. Asst., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282001%29127%3A1%2872%29
Reference21 articles.
1. Binnie and Partners. ( 1988). Hydraulic and water quality studies in Victoria Harbor Territory Devel. Dept. Hong Kong Government Hong Kong.
2. Blumberg A. F. and Mellor G. L. ( 1980). “A coastal ocean numerical model.” Proc. Int. Symp. Math Modelling of Estuarine Phys. J. Sunderman and K.-P. Holtz eds. Springer Berlin 203–214.
3. Blumberg A. F. and Mellor G. L. ( 1987). “A description of a three-dimensional coastal ocean circulation model.” Three-dimension coastal ocean models Vol. 4 N. Heaps ed. American Geophysical Union Washington D.C. 208.
4. Broom M. J. and Ng A. K. M. ( 1995). Water quality Hong Kong and the influence of the Pearl River Coastal infrastructure development in Hong Kong—A review Hong Kong Government Hong Kong.
5. Chau K. W. and Jin H. S. ( 1995). “Numerical solution of two-layered two-dimensional tidal flow in boundary-fitted orthogonal curvilinear coordinate system.” Int. J. Numer. Methods in Fluids 21(11) 1087–1107.
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