Abstract
Most coastal structures suffer a certain degree of overtopping, because in most situations it is not economically feasible to construct coastal structures high enough to prevent wave overtopping. Certain functions of the breakwater impose restrictions to the allowable overtopping discharge in order to avoid damage to the breakwater itself and to objects located behind the breakwater. Extreme overtopping events result in water and spray thrown over the crest with considerable velocities. These events can be extremely dangerous as people, cars and even trains have been washed into the sea. Buildings are quite often damaged.
Originalsprog | Engelsk |
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Titel | Coastal Structures 2007 : Book of Abstracts : International Conference 2-4 July, Venice, Italy |
Redaktører | L. Franco, P. Ruol, G.R. Tomasicchio, A. Lamberti |
Antal sider | 1 |
Forlag | American Society of Civil Engineers |
Publikationsdato | 2007 |
Sider | 218 |
ISBN (Trykt) | 8889405058 |
Status | Udgivet - 2007 |
Begivenhed | Coastal Structures - Venice, Italien Varighed: 2 jul. 2007 → 4 jul. 2007 Konferencens nummer: 5 |
Konference
Konference | Coastal Structures |
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Nummer | 5 |
Land/Område | Italien |
By | Venice |
Periode | 02/07/2007 → 04/07/2007 |
Bibliografisk note
PDF for print: 1 pp.Emneord
- Breakwaters
- Rubble Mound Breakwaters
- Overtopping Breakwaters
- Scale Effects