Wave Forces on Piles


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Piers, Jetties and Related Structures Exposed to Waves


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Offers guidance on hydraulic design, including design wave conditions, prediction of scour and vessel mooring loads, and methods for the prediction of wave loading, including forces on the underside of jetty decks. This book also provides guidance on design principles and design wave loads for exposed jetty structures.




Large-scale Tests of Wave Forces on Piling


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Contains 3 letters to Prof. Robert L. Wiegel dated November 6, 1969, February 8, 1971, and September 16, 1971 from R. P. Savage and John C. Farichild regarding test numbers.




Wave Forces on Piles


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Ocean Wave Forces on Piles


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Horizontal Forces Due to Waves Acting on Large Vertical Cylinders in Deep Water


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The special case of horizontal wave forces on large vertical cylinders in deep water is considered. The typical application for such a case is the calculation of horizontal forces on column-stabilized floating ocean platforms. Existing literature discussing horizontal wave forces on cylinders does not generally agree on how to predict these forces. Since for large-diameter cylinders in deep water the maximum force is completely inertial, the problem of deriving a solution is considerably simplified. In this study, an expression for the maximum horizontal wave force on large-diameter circular cylinders mounted vertically in deep water has been analytically derived. Experimental model studies were also conducted and the resulting measured forces are compared to predicted forces. An example of how to predict horizontal wave forces using the methods of the report is given. (Author).




Coastal Protection


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