Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Færch Christensen, Nicole"'
Autor:
Røge, Mads Sønderstrup, Færch Christensen, Nicole, Thomsen, Jonas Bjerg, Nørgaard, Jørgen Quvang Harck, Andersen, Thomas Lykke
Publikováno v:
Røge, M S, Færch Christensen, N, Thomsen, J B, Nørgaard, J Q H & Andersen, T L 2014, Wave Loads on Rubble Mound Breakwater Crown Walls in Long Waves . in P Lynett (ed.), Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014 ., 34, Coastal Engineering Research Council, Coastal Engineering. International Conference Proceedings, no. 2014, The International Conference on Coastal Engineering, Seoul, Korea, Republic of, 15/06/2014 . https://doi.org/10.9753/icce.v34.structures.64
This paper evaluates the formulae by Nørgaard et al. (2013) for predicting wave loads on rubble mound breakwater crown walls on new model tests. The formulae are tested outside their validation area by means of waves with a low wave steepness and lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::baad6362af3679c4603d99b2b4aa9603
https://vbn.aau.dk/da/publications/7a3993ad-9634-4735-a63c-9047e0de45dc
https://vbn.aau.dk/da/publications/7a3993ad-9634-4735-a63c-9047e0de45dc
Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions
Autor:
Færch Christensen, Nicole, Røge, Mads Sønderstrup, Thomsen, Jonas Bjerg, Andersen, Thomas Lykke, Burcharth, Hans F., Nørgaard, Jørgen Quvang Harck
Publikováno v:
Færch Christensen, N, Røge, M S, Thomsen, J B, Andersen, T L, Burcharth, H F & Nørgaard, J Q H 2014, Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions . in P Lynett (ed.), Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014 . vol. 34, Coastal Engineering Research Council, Coastal Engineering. International Conference Proceedings, pp. 1-9, The International Conference on Coastal Engineering, Seoul, Korea, Republic of, 15/06/2014 . https://doi.org/10.9753/icce.v34.structures.6
In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves in both deep and shallow-water conditions are presented. The existing formulae provide quite different results for long waves for both conventional an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::617b5cd2cc30254bc96725b2e12e7bbc
https://vbn.aau.dk/da/publications/cad6abeb-3623-45be-9458-8bdd134e0719
https://vbn.aau.dk/da/publications/cad6abeb-3623-45be-9458-8bdd134e0719
Autor:
Thomsen, Jonas Bjerg, Røge, Mads Sønderstrup, Færch Christensen, Nicole, Andersen, Thomas Lykke, Meer, Jentsje Van der
Publikováno v:
Thomsen, J B, Røge, M S, Færch Christensen, N, Andersen, T L & Meer, J V D 2014, Stability of Hardly Reshaping Berm Breakwaters Exposed to Long Waves . in P Lynett (ed.), Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014 . vol. 34, Coastal Engineering Research Council, Coastal Engineering. International Conference Proceedings, The International Conference on Coastal Engineering, Seoul, Korea, Republic of, 15/06/2014 . https://doi.org/10.9753/icce.v34.structures.65
Stability of hardly reshaping berm breakwaters has been investigated in this paper, mainly focusing on exposure to long waves. The study continues previous work by Aalborg University, which suggested that stability of berm breakwaters follow the plun
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::28d8dfb2cc9ce93d8796722060b8acb7
https://vbn.aau.dk/da/publications/8a56f6b8-712d-4c7c-99d6-142d2332d60a
https://vbn.aau.dk/da/publications/8a56f6b8-712d-4c7c-99d6-142d2332d60a