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Design of Rock Armoured Single Layer Rubble Mound Breakwaters
There have been several investigations on the stability of site specific single layer breakwaters, e.g. for Søvœt Fishing Port, Bratteland and Tørum (1971) and for Berlevaag Harbour, Kjelstrup (1977). However, despite the frequent use of the single layer design only little systematic investigations of the stability have been conducted until now. During the winter/spring 1997 a series of physical model tests have been conducted at SINTEF with focus on the hydraulic stability of the single layer rubble mound breakwater armour layer and the wave induced loading (Hald and Tørum (1997)). The present paper describes the results of these tests.
Design of Rock Armoured Single Layer Rubble Mound Breakwaters
There have been several investigations on the stability of site specific single layer breakwaters, e.g. for Søvœt Fishing Port, Bratteland and Tørum (1971) and for Berlevaag Harbour, Kjelstrup (1977). However, despite the frequent use of the single layer design only little systematic investigations of the stability have been conducted until now. During the winter/spring 1997 a series of physical model tests have been conducted at SINTEF with focus on the hydraulic stability of the single layer rubble mound breakwater armour layer and the wave induced loading (Hald and Tørum (1997)). The present paper describes the results of these tests.
Design of Rock Armoured Single Layer Rubble Mound Breakwaters
Hald, T. (Autor:in) / Tørum, A. (Autor:in) / Holm–Karlsen, T. (Autor:in)
26th International Conference on Coastal Engineering
Coastal Engineering 1998 ; 1800-1813
26.04.1999
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Design of Rock Armoured Single Layer Rubble Mound Breakwaters
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|Design of rubble mound breakwaters
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