TECHNICAL NOTES
Mar 1, 1985
Dynamics of Internal Waves in Cylindrical Tank
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 111, Issue 2
Abstract
The internal wave problem in a circular cylindrical tank is solved by the standard method of separation of variables. Numerical results for the surface displacement at the interface, as well as the pressure distribution at the wall, are obtained.
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References
1.
Clough, P. D., “Experimental Evaluation of Seismic Design Methods for Broad Cylindrical Tanks,” Report No. VCB/EERC‐77/10, Earthquake Engineering Research Center, University of California, Berkeley, Calif., May, 1977.
2.
Hildebrand, F. B., Advanced Calculus for Applications, Prentice‐Hall, Inc., Englewood Cliffs, N.J., 1962.
3.
Takayama, T., “Theory of Transient Fluid Waves in a Vibrated Storage Tank,” Report 15, The Port and Harbor Research Institute, Vol. 2, Ministry of Transportation, Nagase, Yokosaka, Japan, June, 1976.
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Copyright © 1985 ASCE.
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Published online: Mar 1, 1985
Published in print: Mar 1985
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Authors
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Amin H. Helou, A. M. ASCE
Asst. Prof., An‐Najah Univ., Nablus, West Bank
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