Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Armour stability"'
Akademický článek
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Publikováno v:
Eldrup, M R & Andersen, T L 2019, ' Extension of shallow water rock armour stability formulae to nonlinear waves ', Coastal Engineering, vol. 153, 103536 . https://doi.org/10.1016/j.coastaleng.2019.103536
The present paper presents new formulae for hydraulic stability of the main armour layer on rock armoured conventional rubble mound structures. In the present study, new stability tests were performed covering both mild (1:100) and steep (1:30) fores
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5744f7c5badc1ce4ae990b42146301b0
https://vbn.aau.dk/da/publications/2b45698f-3e10-4934-baa7-4e7aad32ceaf
https://vbn.aau.dk/da/publications/2b45698f-3e10-4934-baa7-4e7aad32ceaf
Publikováno v:
Eldrup, M R, Andersen, T L & Burcharth, H F 2019, Desk Study Tools for Upgrade of Breakwaters against Increased Loadings Caused by Climate Change . in N Goseberg & T Schlurmann (eds), The 8 th International Coastal Structures Conference 2019 . Bundesanstalt für Wasserbau, Karlsruhe, pp. 51-59, Coastal Structures Conference 2019, Hannover, Germany, 30/09/2019 . https://doi.org/10.18451/978-3-939230-64-9_006
Burcharth et al. (2014) studied different upgrade solutions for a typical shallow water revetment and found that the most economical solution was to add an extra layer of armour rocks tothe existing two layers. Because none of the existing design for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::808c49c77c84b36024d6a3868dd90e42
https://hdl.handle.net/20.500.11970/106673
https://hdl.handle.net/20.500.11970/106673
Autor:
Eldrup, Mads Røge
Publikováno v:
Eldrup, M R 2019, Wave Overtopping and Stability Performance of Rubble Mound Breakwaters Exposed to Shallow Water Waves . Ph.d.-serien for Det Ingeniør-og Naturvidenskabelige Fakultet, Aalborg Universitet, Aalborg Universitetsforlag . https://doi.org/10.54337/aau310867381
Today, rubble mound breakwaters are used mainly for coastal protection or construction of harbour basins. For these structures, the typical wave conditions are breaking waves on shallow water. However, the typical design tools are mainly based on phy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::043e04b85f3a45469c080a181e9b3945
https://vbn.aau.dk/ws/files/310867381/PHD_Mads_Roege_Eldrup_E_pdf.pdf
https://vbn.aau.dk/ws/files/310867381/PHD_Mads_Roege_Eldrup_E_pdf.pdf
Publikováno v:
Andersen, T L, Eldrup, M R, Lauridsen, H & Gierlevsen, T 2019, Stability Assessment of the New Cubipod® Armoured Breakwater in Hanstholm . in N Goseberg & T Schlurmann (eds), The 8 th International Coastal Structures Conference 2019 . Bundesanstalt für Wasserbau, Karlsruhe, pp. 674-684, Coastal Structures Conference 2019, Hannover, Germany, 30/09/2019 . https://doi.org/10.18451/978-3-939230-64-9_067
The present paper presents results from hydraulic model testing of the outer part of the new western breakwater for the Port of Hanstholm, Denmark. The design waves in Hanstholm are depth limited and breaking on a relatively steep, complex and dynami
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f337e5892059b662547ccfd5b323f8ca
https://vbn.aau.dk/ws/files/317019140/Stability_Assessment_of_the_New_Cubipod_Armoured_Breakwater_in_Hanstholm.pdf
https://vbn.aau.dk/ws/files/317019140/Stability_Assessment_of_the_New_Cubipod_Armoured_Breakwater_in_Hanstholm.pdf
Autor:
Martínez Cantero, Javier
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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[EN] Coastal defense structures play a major role in the development of ports. As ports are central elements to the local economy, the operability, functionality and safety of their infrastructures must be ensured. Hence, a reliable design of their d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::2165884652cbe501026f3370c5c59c17
https://hdl.handle.net/10251/89766
https://hdl.handle.net/10251/89766
Autor:
Enrique Maciñeira, Hans F. Burcharth
Publikováno v:
Maciñeira, E G & Burcharth, H F 2016, ' Stability of cube armoured roundheads exposed to long crested and short crested waves ', Coastal Engineering, vol. 112, pp. 99-112 . https://doi.org/10.1016/j.coastaleng.2016.03.002
The paper presents an update of the stability formulae by Macineira and Burcharth (2007) for cube armoured roundheads exposed to long- and short-crested waves. Reanalysis of former model test results and supplementary new model tests leads to a more
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::950f31be4c61172d91ee28d0c226ca29
https://vbn.aau.dk/da/publications/4125d290-98f2-4ab7-a288-84e63f29b658
https://vbn.aau.dk/da/publications/4125d290-98f2-4ab7-a288-84e63f29b658
Akademický článek
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Conference
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Publikováno v:
Coastal Structures 2011: Proceedings of the 6th International Conference on Coastal Structures, Yokohama, Japan, 5-9 September, 2011
In de Van der Meer formulas for armour stability the Notional Permeability is used as a parameter. Unfortunately the physical basis of this parameter is weak. It is therefore suggested to use a relation between the Notional Permeability P and the red
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2126e4f1b348762afe17199c76ff669e
https://doi.org/10.1142/9789814412216_0018
https://doi.org/10.1142/9789814412216_0018
