Stability Of Stone And Dolos Armored Rubble Mound Breakwater Heads Subjected To Nonbreaking Waves With No Overtopping PDF Download

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Stability of Stone- and Dolos-armored, Rubble-mound Breakwater Heads Subjected to Nonbreaking Waves with No Overtopping

Stability of Stone- and Dolos-armored, Rubble-mound Breakwater Heads Subjected to Nonbreaking Waves with No Overtopping
Author: Robert D. Carver
Publisher:
Total Pages: 98
Release: 1987
Genre: Breakwaters
ISBN:

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The purpose of the investigation herein was to obtain design information for stone and dolos armor used on breakwater heads and subjected to nonbreaking waves. More specifically, it was desired to determine the minimum weight of individual armor units (with given specific weights) required for stability as a function of (a) Type of armor unit; (b) Sea-side slope of the structure; (c) Angle of wave attack; (d) Wave period; (e) Wave height; Based on tests and results described herein, in which stone and dolos armor are used on conical breakwater heads and subjected to nonbreaking waves with angles of wave attack of 0, 45, 90, and 135 deg, it is concluded that: (a) The longer wave periods (2.00 and 2.75 sec) generally produce the lower stabilities; (b) Angles of wave attack of 45 and 90 deg are the most critical; (c) Flattening the slope from 1V on 1.5H to 1V on 2H does not improve stability of the stone armor.


Technical Report CERC

Technical Report CERC
Author:
Publisher:
Total Pages: 284
Release: 1983
Genre: Coastal engineering
ISBN:

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Technical Memodrandum

Technical Memodrandum
Author: Waterways Experiment Station (U.S.)
Publisher:
Total Pages: 376
Release: 1983
Genre:
ISBN:

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COASTAL ENGINEERING, SECOND EDITION

COASTAL ENGINEERING, SECOND EDITION
Author: MANI, J. S.
Publisher: PHI Learning Pvt. Ltd.
Total Pages: 580
Release: 2018-07-01
Genre: Science
ISBN: 9387472361

Download COASTAL ENGINEERING, SECOND EDITION Book in PDF, ePub and Kindle

The present edition, with new title Coastal Engineering, is the enlarged and updated volume of the book origin-ally published under the title Coastal Hydrodynamics in 2012. The book provides an overview of world population and ocean resources, natural threats and man-made hazards, and their impact on coastal environment. It discusses the fundamentals of wind, waves, tides and fluid flow and describes commonly adopted wave theories in coastal engineering. The text explains the methods for estimating wave forces on coastal structures, procedures for the analysis of wave data, and sediment transport. Apart from the estimation of beach profile evolution and shoreline change, the book discusses key aspects related to the design of different coastal structures. NEW TO THE SECOND EDITION • Includes two new chapters on Beach Profile and Shoreline Evolution and Design of Breakwaters and Coastal Protective Structures • Colour photographs are appended at the end of the book KEY FEATURES • Worked-out examples will benefit the reader to understand and solve variety of coastal engineering problems. • Exercises given at the end of each chapter would benefit the reader to get exposed to a variety of practical problems related to coastal engineering. TARGET AUDIENCE • B.Tech./M.Tech. (Ocean Engineering/ Marine Engineering)


Stability of Stone- and Dolos-armored, Rubble-mound Breakwater Heads Subjected to Nonbreaking Waves with No Overtopping

Stability of Stone- and Dolos-armored, Rubble-mound Breakwater Heads Subjected to Nonbreaking Waves with No Overtopping
Author: Robert D. Carver
Publisher:
Total Pages: 86
Release: 1987
Genre: Breakwaters
ISBN:

Download Stability of Stone- and Dolos-armored, Rubble-mound Breakwater Heads Subjected to Nonbreaking Waves with No Overtopping Book in PDF, ePub and Kindle

The purpose of the investigation herein was to obtain design information for stone and dolos armor used on breakwater heads and subjected to nonbreaking waves. More specifically, it was desired to determine the minimum weight of individual armor units (with given specific weights) required for stability as a function of (a) Type of armor unit; (b) Sea-side slope of the structure; (c) Angle of wave attack; (d) Wave period; (e) Wave height; Based on tests and results described herein, in which stone and dolos armor are used on conical breakwater heads and subjected to nonbreaking waves with angles of wave attack of 0, 45, 90, and 135 deg, it is concluded that: (a) The longer wave periods (2.00 and 2.75 sec) generally produce the lower stabilities; (b) Angles of wave attack of 45 and 90 deg are the most critical; (c) Flattening the slope from 1V on 1.5H to 1V on 2H does not improve stability of the stone armor.


The CERCular

The CERCular
Author:
Publisher:
Total Pages: 256
Release: 1986
Genre: Hydraulic engineering
ISBN:

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