TECHNICAL PAPERS
Jul 1, 1998

Three-Dimensional Finite-Element Model for Stratified Coastal Seas

Publication: Journal of Hydraulic Engineering
Volume 124, Issue 7

Abstract

An efficient semi-implicit finite-element model for stratified coastal seas is proposed. Nine-node Lagrangian quadratic isoparametric elements are employed for spatial discretization in the horizontal domain and a three-mode Lagrangian interpolation formula is used to approximate the vertical gradients of the two horizontal velocity components. The distinguishing feature of the proposed numerical scheme is that only nodal values on the same vertical line are coupled, resulting in a drastic reduction of computer time. The model is applicable even in situations where there are great variabilities in the water depth in the computational domain, which leads to orders of magnitude difference in the thicknesses of the different water layers in the water body. The model is first verified by a test case for which analytic solutions are available and then applied to simulate the flow in a stratified sea for which solution by a combined finite-difference–Galerkin method is available in the literature for comparison.

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References

1.
Cornetti, G. M.(1996). “Single-layer finite element approximation of 3D Navier-Stokes equations with free boundaries for shallow water flows.”Int. J. Numer. Methods in Fluids, 23, 143–161.
2.
Davies, A. M.(1982). “On computing the three dimensional flow in a stratified sea using the Galerkin method.”Appl. Math. Modelling, 6, 347–362.
3.
Fortunato, A. B., and Baptista, A. M.(1996). “Vertical discretization in tidal flow simulations.”Int. J. Numer. Methods in Fluids, 22, 815–834.
4.
Gray, W. G., and van Genuchten, M. T.(1978). “Economical alternatives to Gaussian quadrature over isoparametric quadrilaterals.”Int. J. Numer. Methods in Engrg., 12, 1478–1484.
5.
Kawahara, M., Kobayashi, M., and Nakata, K. (1982). “A three-dimensional multiple level finite element method considering variable water density.”Finite elements in fluids, Vol. 4, R. H. Gallagher, D. H. Norrie, J. T. Oden, and O. C. Zienkiewicz, eds., Wiley, Chichester, U.K., 129–156.
6.
Koutitas, C., and O'Connor, B.(1980). “Modeling three-dimensional wind-induced flows.”J. Hydr. Div., ASCE, 106(11), 1843–1865.
7.
Laible, J. P. (1984). “A modified wave equation model for 3D flow in shallow bodies of water.”Finite elements in water resources, J. P. Laible, C. A. Brebbia, W. Gray, and G. Pinder, eds., Springer-Verlag KG, Berlin, Germany, 609–620.
8.
Laible, J. P. (1988). “A layered wave equation model for thermally stratified flow.”Developments in water science, Vol. 35, M. A. Celia, L. A. Ferrand, C. A. Brebbia, W. G. Gray, and G. F. Pinder, eds., Elsevier, Amsterdam, The Netherlands, 319–327.
9.
Li, Y. S., and Zhan, J. M.(1993). “An efficient three-dimensional semi-implicit finite element scheme for simulation of free surface flows.”Int. J. Numer. Methods in Fluids, 16, 187–198.
10.
Lynch, D. R., and Gray, W. G.(1979). “A wave equation model for finite element tidal computations.”Comput. Fluids, 7, 207–228.
11.
Lynch, D. R., and Officer, C. B.(1985). “Analytic test cases for 3-d hydrodynamics models.”Int. J. Numer. Methods in Fluids, 5, 529–543.
12.
Lynch, D. R., and Werner, F. E.(1991). “Three-dimensional hydrodynamics on finite elements. Part II: Non-linear time-stepping model.”Int. J. Numer. Methods in Fluids, 12, 507–533.
13.
Signorini, S. R. (1982). “A three-dimensional numerical model of circulation and diffusion-advection processes for estuarine and coastal application by finite-element method.”Finite element flow analysis, T. Kawai, ed., University of Tokyo Press, Tokyo, Japan, 603–610.
14.
Trösch, J. (1982). “Three-dimensional finite element for the calculations in a deep lake.”Finite element flow analysis, T. Kawai, ed., University of Tokyo Press, Tokyo, Japan, 529–534.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 124Issue 7July 1998
Pages: 699 - 703

History

Published online: Jul 1, 1998
Published in print: Jul 1998

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Authors

Affiliations

Y. S. Li
Prof., Dept. of Civ. and Struct. Engrg., The Hong Kong Polytechnic Univ., Hong King, China.
J. M. Zhan
Assoc. Prof., Dept. of Appl. Mech. and Engrg., Zhongshan Univ., Guangzhou, China.

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