Abstract
As part of a program to study the hydraulics of wave attack on rubble mound breakwaters tests were made on model armour units in a steady flow through a layer laid on a slope. The flow angle has little effect on stability for dolosse or rock layers. The head drop at failure across each type of layer is similar but the dolosse layer is more permeable and fails as a whole. There was no viscous scale effect. These results and earlier tests in oscillating flow suggest a 'reservoir' effect is important in the stability in steep waves.
Original language | English |
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Title of host publication | Coastal Engineering 1984 Proceedings : Proceedings of 19th Conference on Coastal Engineering, Houston, Texas, 1984. |
Editors | Billy L. Edge |
Number of pages | 12 |
Place of Publication | New York |
Publisher | American Society of Civil Engineers |
Publication date | 1984 |
Pages | 2608-2620 |
Chapter | 175 |
ISBN (Print) | 0-87262-438-2 |
Publication status | Published - 1984 |
Event | The 19th International Conference on Coastal Engineering : ICCE '84 - Houston, Texas, United States Duration: 3 Sept 1984 → 7 Sept 1984 |
Conference
Conference | The 19th International Conference on Coastal Engineering : ICCE '84 |
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Country/Territory | United States |
City | Houston, Texas |
Period | 03/09/1984 → 07/09/1984 |
Keywords
- Hydraulics
- Wave Attack
- Rubble Mound Breakwaters
- Dolosse
- Concrete Units
- Breakwaters