A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Abstract In this chapter we will apply the shallow water models developed in earlier chapters. In Section 9.2 we will investigate the generalized wave continuity equation developed in Section 6.5. The test case, Quarter Circle Harbor, has a known analytic solution. It has been used successfully in comparing different numerical solution procedures (Lynch and Gray, 1979; Walters, 1983a). We will assess the effect of varying the numerical parameter G in the generalized wave continuity equation.
Abstract In this chapter we will apply the shallow water models developed in earlier chapters. In Section 9.2 we will investigate the generalized wave continuity equation developed in Section 6.5. The test case, Quarter Circle Harbor, has a known analytic solution. It has been used successfully in comparing different numerical solution procedures (Lynch and Gray, 1979; Walters, 1983a). We will assess the effect of varying the numerical parameter G in the generalized wave continuity equation.
Applications
Kinnmark, Ingemar (author)
1986-01-01
13 pages
Article/Chapter (Book)
Electronic Resource
English
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