Wave Forces On Vertical Walls
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Author | : Kirsty McConnell |
Publisher | : Thomas Telford |
Total Pages | : 174 |
Release | : 2004 |
Genre | : 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 | : Theodore Green |
Publisher | : |
Total Pages | : 60 |
Release | : 1989 |
Genre | : Breakwaters |
ISBN | : |
Author | : American Society of Civil Engineers. Committee on Waves and Wave Forces. Task Committee on Forces on Inclined and Vertical Wall Structures |
Publisher | : American Society of Civil Engineers |
Total Pages | : 402 |
Release | : 1995 |
Genre | : Science |
ISBN | : 9780784400807 |
Author | : Steven A. Hughes |
Publisher | : |
Total Pages | : 13 |
Release | : 2007 |
Genre | : Jetties |
ISBN | : |
Author | : Stephen A. Hanson |
Publisher | : |
Total Pages | : 78 |
Release | : 1982 |
Genre | : |
ISBN | : |
Weggel's (1981) method for calculating water wave forces on smooth, vertical walls is experimentally verified for an intermediate-length, non-breaking wave which approaches the structure at several small angles of incidence. Mach-stem reflection data is verified with respect to results from Perroud (1957) and Nielsen (1962). Cnoidal wave theory is applied to measured wave data to create pressure distributions, which are verified by measured pressure values. The cnoidal pressure distributions are graphically integrated to produce force values which are compared to values generated by Weggel's method. (Author).
Author | : Hocine Oumeraci |
Publisher | : CRC Press |
Total Pages | : 398 |
Release | : 2001-01-01 |
Genre | : Technology & Engineering |
ISBN | : 9789058092496 |
This work describes the key results of the European research project called PROVERBS to develop and implement probability-based methods for the design of monolithic coastal structures and breakwaters subject to sea wave attacks. The issues treated include the hydrodynamic, geotechnical and structural processes involved in the wave-structure-foundation interactions and in the associated failure mechanisms.
Author | : |
Publisher | : |
Total Pages | : 0 |
Release | : 1995 |
Genre | : Sea-walls |
ISBN | : |
Author | : David John Pirie |
Publisher | : |
Total Pages | : 218 |
Release | : 1987 |
Genre | : Ocean engineering |
ISBN | : |
Author | : J. J. Leendertse |
Publisher | : |
Total Pages | : 102 |
Release | : 1961 |
Genre | : Ocean waves |
ISBN | : |
Analyses are presented of two-dimensional laboratory measurements of the forces induced by breaking waves on a vertical barrier placed on a plane with a one-to-ten slope. When a wave breaks on the barrier its momentum, calculated by use of the solitary wave theory, is found to be in substantial agreement with the impulse (force times time) on the barrier, measured from the initial impact to the time of momentum reversed (maximum of rise). (Author).
Author | : Richard C. Delmonte |
Publisher | : |
Total Pages | : 78 |
Release | : 1972 |
Genre | : Ocean waves |
ISBN | : |
The purpose of the paper is to examine theories and data related to wave pressures induced on a vertical seawall by the impingement of water waves which have broken seaward of the wall. The report compares the six articles found by the writer, which relate directly to this subject. Each of the independent studies is reviewed briefly in regard to its purpose, test procedure, theory proposed, test results and conclusions. Comparison of data and theory of the studies is then made. (Author).