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Zienkiewicz O.C., Taylor R.L. Vol. 3. The finite - tiera.ru

Zienkiewicz O.C., Taylor R.L. Vol. 3. The finite - tiera.ru

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<strong>The</strong> region studied was approximately 55 kilometres long and the mean value of the<br />

eddy di€usivity was of k ˆ 40 m s ÿ1 . <strong>The</strong> limiting time step for convection (considering<br />

eight components of tides) was <strong>3.</strong>9 s. This limit was severely reduced to 0.1 s if the<br />

di€usion term was active and solved explicitly. <strong>The</strong> convective limit was recovered<br />

assuming an implicit solution with 3 ˆ 0:5. <strong>The</strong> comparisons of di€usion error<br />

between computations with 0.1 s and <strong>3.</strong>9 s had a maximum di€usion error of <strong>3.</strong>2%<br />

for the <strong>3.</strong>9 s calculation, showing enough accuracy for engineering purposes, taking<br />

into account that the time stepping was increased 40 times, reducing dramatically<br />

the cost of computation. This reduction is fundamental when, in practical applications,<br />

the behaviour of the transported quantity must be computed for long-term<br />

periods, as was this problem, where the evolution of the salinity needed to be<br />

calculated for more than 60 periods of equivalent M 2 tides and for very di€erent<br />

initial conditions.<br />

In Fig. 7.14 we show by way of an example the dispersion of a continuous hot water<br />

discharge in an area of the Severn Estuary. Here we note not only the convection<br />

movement but also the di€usion of the temperature contours.<br />

References<br />

1. M.B. Abbott. Computational Hydraulics: Elements of the <strong>The</strong>ory of Free Surface Flows,<br />

Pitman, London, 1979.<br />

2. G.J. Haltiner and R.T. Williams. Numerical Prediction and Dynamic Meteorology, Wiley,<br />

New York, 1980.<br />

<strong>3.</strong> O.C. <strong>Zienkiewicz</strong>, R.W. Lewis and K.G. Stagg (eds). Numerical Methods in O€shore<br />

Engineering, Wiley, Chichester, 1978.<br />

4. J. Peraire. A ®nite element method for convection dominated ¯ows. Ph.D. thesis, University<br />

of Wales, Swansea, 1986.<br />

5. J. Peraire, O.C. <strong>Zienkiewicz</strong> and K. Morgan. Shallow water problems: a general explicit<br />

formulation. Int. J. Num. Meth. Eng., 22, 547±74, 1986.<br />

6. O.C. <strong>Zienkiewicz</strong> and J.C. Heinrich. A uni®ed treatment of steady state shallow water and<br />

two dimensional Navier±Stokes equations. Finite element penalty function approach.<br />

Comp. Meth. Appl. Mech. Eng., 17/18, 673±89, 1979.<br />

7. M. Kawahara. On ®nite-element methods in shallow-water long-wave ¯ow analysis, in<br />

Computational Methods in Nonlinear Mechanics (ed. J.T. Oden), pp. 261±87, North-<br />

Holland, Amsterdam, 1980.<br />

8. I.M. Navon. A review of ®nite element methods for solving the shallow water equations, in<br />

Computer Modelling in Ocean Engineering, 273±78, Balkema, Rotterdam, 1988.<br />

9. J.J. Connor and C.A. Brebbia. Finite-Element Techniques for Fluid Flow, Newnes-Butterworth,<br />

London and Boston, 1976.<br />

10. J.J. O'Brien and H.E. Hulburt. A numerical model of coastal upwelling. J. Phys.<br />

Oceanogr., 2, 14±26, 1972.<br />

11. M. Crepon, M.C. Richez and M. Chartier. E€ects of coastline geometry on upwellings.<br />

J. Phys. Oceanogr., 14, 365±82, 1984.<br />

12. M.G.G. Foreman. An analysis of two-step time-discretisations in the solution of the<br />

linearized shallow-water equations. J. Comp. Phys., 51, 454±83, 198<strong>3.</strong><br />

1<strong>3.</strong> W.R. Gray and D.R. Lynch. Finite-element simulation of shallow-water equations with<br />

moving boundaries, in Proc. 2nd Conf. on Finite-Elements in Water Resources (eds C.A.<br />

Brebbia et al.), pp. 2.23±2.42, 1978.<br />

References 239

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