Practical views on the design and construction of mound breakwaters
Identifieur interne : 002978 ( Main/Exploration ); précédent : 002977; suivant : 002979Practical views on the design and construction of mound breakwaters
Auteurs : P. Bruun [Norvège] ; Sv. Kjelstrup [Norvège]Source :
- Coastal Engineering [ 0378-3839 ] ; 1981.
Abstract
The design section of this paper is an abstract of Report No. 7, 1979 by the Institute of Port and Ocean Engineering, The Norwegian Institute of Technology (IPOE). It is written in continuation of an article on “Common Reasons for Breakdown of Rubble Mound Breakwaters” published in this Journal. It discusses details of breakdown, block and blocklayer hydrodynamics, how to improve resistance to damage, the development of damages and how to describe damages in practical terms. Practical design criteria, laboratory procedures and data needed for design are mentioned and finally practical construction procedures and equipment to be used to build a mound with structural characteristics as close as possible to the one tested in the laboratory.The construction section summarizes a number of practical experiences on construction of rubble mound breakwaters with special reference to conditions in Norway, particularly its northern “top”.
Url:
DOI: 10.1016/0378-3839(81)90014-4
Affiliations:
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