Piers, Jetties and Related Structures Exposed to Waves PDF Download
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Author: Kirsty McConnell
Publisher: Thomas Telford
ISBN: 9780727732651
Category : Technology & Engineering
Languages : en
Pages : 174
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Book Description
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: Kirsty McConnell
Publisher: Thomas Telford
ISBN: 9780727732651
Category : Technology & Engineering
Languages : en
Pages : 174
Get Book Here
Book Description
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:
ISBN:
Category : Breakwaters
Languages : en
Pages : 60
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Book Description
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
ISBN: 9780784400807
Category : Science
Languages : en
Pages : 402
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Book Description
Author: Steven A. Hughes
Publisher:
ISBN:
Category : Jetties
Languages : en
Pages : 13
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Book Description
Author: Stephen A. Hanson
Publisher:
ISBN:
Category :
Languages : en
Pages : 78
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Book Description
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:
Publisher:
ISBN:
Category : Sea-walls
Languages : en
Pages : 0
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Book Description
Author: David John Pirie
Publisher:
ISBN:
Category : Ocean engineering
Languages : en
Pages : 218
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Book Description
Author: J. J. Leendertse
Publisher:
ISBN:
Category : Ocean waves
Languages : en
Pages : 102
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Book Description
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: Hocine Oumeraci
Publisher: CRC Press
ISBN: 9789058092496
Category : Technology & Engineering
Languages : en
Pages : 398
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Book Description
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: Richard C. Delmonte
Publisher:
ISBN:
Category : Ocean waves
Languages : en
Pages : 78
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Book Description
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).
