By John B. Herbich
A choice of 10 technical papers by means of a variety of authors-topics is definitely defined either with mathematical equations and analyses, besides images, diagrams and graphs. (World Dredging, Mining & building)
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Extra info for Developments in Offshore Engineering. Wave Phenomena and Offshore Topics
Upon confirming that the new model is able to reproduce the past works, we then moved on to test our model for a number of more complicated problems of interest to coastal engineers. Detail of the worked examples are described in a separate report  and in the subsequent publications; see References. In the interest of space, only two examples will be briefly described here. Examples Example 1" Wave-Structure Interaction--Reflection of Waves from a Structure Example 1 is a test for evaluating the general applicability of our model for wave-structure interaction applications.
Philos. Trans. Roy. Soc. London A 320, pp. 37-70. 1987. " Philos. Trans. Roy. Soc. London A 324, pp. 47-72. 16. Green, A. , and Naghdi, P. , 1974. " Proc. Roy. Soc. London A 338, pp. 43-55. 17. Kantorovich, L. V. and Krylov, V. , 1958. Approximate Methods of Higher Analysis. P. , Groningen, The Netherlands. 18. Madsen, P. , 1991. " Coastal Engng 15, pp. 371-388. 19. Madsen, P. A. and Sorensen, O. , 1992. "A New Form of the Boussinesq Equations with Improved Linear Dispersion Characteristics. " Coastal Engng 18, pp.
Tests have indicated that this condition simulates an open boundary condition for a considerable interval of time after the wave train impinges on this boundary, but for nonlinear waves, it eventually breaks down and leads to instabilities. There are two reasons for this to occur. First, instabilities result when there is the lack of conservation of mass in the computational domain. Second, instabilities result from anomalous wave-breaking with no rule of thumb that predicts when the wave breakdown might occur.
Developments in Offshore Engineering. Wave Phenomena and Offshore Topics by John B. Herbich