Research Article
Aug 1970
Shock Pressure on Coastal Structures
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VIEW THE REPLYPublication: Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 96, Issue 3
Abstract
Shock pressures caused by impact between a solid and a liquid, such as the case of waves breaking against coastal structures, could better be described as an elastic wave wherein the elasticity of the solid and the compressibility of the liquid are taken into consideration. Tests were conducted to study the probability of occurrence of shock pressures as high as the theoretical pressure predicted by the elastic wave approach, for the case of waves breaking against coastal structures. The tests consisted of dropping a plate whose edge was hinged at the water surface, into a water basin, and measuring the resulting pressure on the plate by piezoelectric type cells. The probability distributions of the ratio between the magnitude of the recorded and the theoretical pressure, and of the duration of pressure were found to fit Poissons distribution well at the 5% level of significance. These distributions could serve as a guide for predicting the magnitude and possibly the duration of shock pressure to which coastal structures might be subjected.
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Published In
Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 96 • Issue 3 • August 1970
Pages: 689 - 699
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Aug 1970
Published online: Feb 12, 2021
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Authors
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Adel M. Kamel, AM.ASCE
Assoc. Prof. of Civ. Engrg., Louisiana State Univ., Baton Rouge, La.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.