Analysis and design of refurbishment for unusual damage to a rubble mound breakwater
Analysis and design of refurbishment for unusual damage to a rubble mound breakwater.
Allsop, W.and Murfin , Q. and Sampson, C.
In: Proceedings of the 6th International Conference on Coastal Structures. World Scientific Publishing Company Pte Ltd. (In Press) (2011)
Full text not available from this repository.
|Abstract:||A relatively simple rubble mound breakwater has been used to protect a large lagoon, itself then progressively filled by dry waste materials, some (potentially) sensitive to possible erosion. The breakwater is exposed to an extreme tidalrange(~12m) and wave attack can exceed Hs ≈ 8m at 1:200 year return. Since construction, a part of the breakwater length has shown signs of unusual damage. This paper describes analysis of that damage, the derivation of Joint Probabilit Analysis conditions, and the development of refurbishment options taking account of current conditions, and potential future changes to waves and water levels.|
|Item Type:||Book Section|
|Subjects:||Maritime > General|
Coasts > Coastal structures
Coasts > Overtopping
|Deposited On:||08 Nov 2011 14:15|
|Last Modified:||11 Aug 2014 12:44|
Repository Staff Only: item control page