Wave Forces on Piles
Author : R. C. MacCamy
Publisher :
Page : 28 pages
File Size : 48,67 MB
Release : 1954
Category : Beach erosion
ISBN :
Author : R. C. MacCamy
Publisher :
Page : 28 pages
File Size : 48,67 MB
Release : 1954
Category : Beach erosion
ISBN :
Author : Kirsty McConnell
Publisher : Thomas Telford
Page : 174 pages
File Size : 50,15 MB
Release : 2004
Category : Technology & Engineering
ISBN : 9780727732651
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.
Author : Culbertson W. Ross
Publisher :
Page : 36 pages
File Size : 36,4 MB
Release : 1959
Category : Ocean waves
ISBN :
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.
Author : Richard C. MacCamy
Publisher :
Page : 52 pages
File Size : 48,81 MB
Release : 1952
Category : Shore protection
ISBN :
Author : Basil Wrigley Wilson
Publisher :
Page : 100 pages
File Size : 39,88 MB
Release : 1965
Category : Hydrodynamics
ISBN :
Author : Leon E. Borgman
Publisher :
Page : 44 pages
File Size : 19,51 MB
Release : 1965
Category : Ocean waves
ISBN :
Author : Robert L. Wiegel
Publisher :
Page : 96 pages
File Size : 24,34 MB
Release : 1954
Category : Ocean waves
ISBN :
Author : R. Curtis Crooke
Publisher :
Page : 28 pages
File Size : 30,17 MB
Release : 1955
Category : Piling (Civil engineering).
ISBN :
Author : E. R. Johnson
Publisher :
Page : 24 pages
File Size : 17,38 MB
Release : 1972
Category : Ocean waves
ISBN :
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).
Author :
Publisher :
Page : 364 pages
File Size : 12,27 MB
Release : 1982
Category : Shore protection
ISBN :