A new active absorption system and its performance to linear and non-linear waves

Autor: Peter Frigaard, J.I. Puyol, Miguel A. Losada, María Clavero, T. Lykke Andersen

Publikováno v: Andersen, T L, Clavero, M, Frigaard, P B, Losada, M & Puyol, J I 2016, ' A new active absorption system and its performance to linear and non-linear waves ', Coastal Engineering, vol. 114, no. August 2016, pp. 47-60 . https://doi.org/10.1016/j.coastaleng.2016.04.010

The present paper presents a new active absorption method for wavemakers in physical models based on digital filtering of signals from wave gauges in the nearfield. Such system is needed to maintain control of the waves when performing model tests wh

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6eb03f40379de0b8cf9dca81f5b5fd16
https://vbn.aau.dk/da/publications/4fe33722-b098-4e81-98a7-486393084613

Armor stability of hardly (or partly) reshaping berm breakwaters

Autor: Mohammad Navid Moghim, T. Lykke Andersen

Publikováno v: Moghim, M N & Andersen, T L 2015, ' Armor stability of hardly (or partly) reshaping berm breakwaters ', Coastal Engineering, vol. 104, no. October 2015, pp. 1-12 . https://doi.org/10.1016/j.coastaleng.2015.06.003

This paper deals with stability of hardly (or partly) reshaping berm breakwaters. A simple physical argument is used to derive a new stability formula based on the assumption that the maximum wave force causing damage of armor layer is proportional t

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2382ec6136b3d99ce4e879c62563bd5b
https://vbn.aau.dk/da/publications/0012f6a5-7064-4a2e-847a-c5c2636a1571

Damage pattern and damage progression on breakwater roundheads under multidirectional waves

Autor: Luca Martinelli, Hans F. Burcharth, Francesco Comola, Piero Ruol, T. Lykke Andersen

Publikováno v: Comola, F, Andersen, T L, Martinelli, L, Burcharth, H F & Ruol, P 2014, ' Damage pattern and damage progression on breakwater roundheads under multidirectional waves ', Coastal Engineering, vol. 83, pp. 24-35 . https://doi.org/10.1016/j.coastaleng.2013.09.004

An experimental model test study is carried out to investigate damage pattern and progression on a rock armoured breakwater roundhead subjected to multidirectional waves. Concerning damage pattern, the most critical sector is observed to shift leewar

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a1f812108a0c06e420fcade4adfce3cf
https://vbn.aau.dk/da/publications/a6e5eda4-3323-439c-b39b-1b950e491a4e

Wave Run-up on Slender Piles in Design Conditions:model tests and design rules for offshore wind

Autor: L. de Vos, Mathilde Lindhardt Damsgaard, Peter Frigaard, T. Lykke Andersen

Publikováno v: Andersen, T L, Frigaard, P, Damsgaard, M L & De Vos, L 2011, ' Wave Run-up on Slender Piles in Design Conditions : model tests and design rules for offshore wind ', Coastal Engineering, vol. 58, no. 4, pp. 281-289 . https://doi.org/10.1016/j.coastaleng.2010.10.002

Wave run-up on foundations is a very important factor in the design of entrance platforms for offshore wind turbines. When the Horns Reef 1 wind turbine park in Denmark was designed the vertical wave run-up phenomenon was not well known in the indust

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::35109d18b118a377c0eb35788a51115f
https://vbn.aau.dk/da/publications/29268fbe-f9d3-49f2-9b39-cce4e23737dc

Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.