Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Markus Muttray"'
Publikováno v:
Coasts, Marine Structures and Breakwaters 2017.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20bb8aa43ae4fbf9814f4878022ff029
https://doi.org/10.1680/cmsb.63174.1205
https://doi.org/10.1680/cmsb.63174.1205
Publikováno v:
Coasts, Marine Structures and Breakwaters 2017.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0dc421ca51046d43578229817af18e55
https://doi.org/10.1680/cmsb.63174.1167
https://doi.org/10.1680/cmsb.63174.1167
Autor:
Markus Muttray
Publikováno v:
Coastal Engineering. 82:56-63
A new stability formula is proposed for the toe protection of rubble mound structures. The new approach is based on a critical stability number that refers to the initial movement of armour stones on the toe berm. Damage progression is subsequently d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4970403cc2316f4a9b4c2b1f96e76b6
https://doi.org/10.1016/j.coastaleng.2013.08.002
https://doi.org/10.1016/j.coastaleng.2013.08.002
Publikováno v:
Coastal Engineering Proceedings. :111
The XblocPlus is a new type of interlocking single layer armour units that is placed with uniform orientation. This is novel and different from all other single layer, interlocking armouring systems. The hydraulic stability of the XblocPlus breakwate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3d508417405451ca14f0212ab259347c
https://doi.org/10.9753/icce.v36.papers.111
https://doi.org/10.9753/icce.v36.papers.111
Autor:
Markus Muttray, Hocine Oumeraci
Publikováno v:
Coastal Engineering. 52:709-725
Wave decay in a rubble mound breakwater has been analysed theoretically for various types of damping functions (linear, quadratic and polynomial). The applicability of these damping functions for wave decay in the landward part of the breakwater core
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::596b019abcecd2c50cd136c555b24606
https://doi.org/10.1016/j.coastaleng.2005.05.001
https://doi.org/10.1016/j.coastaleng.2005.05.001
Publikováno v:
Ocean Engineering. 28:805-823
The SWAN numerical model is used to model the evolution of JONSWAP wave spectra and hence the significant wave height of waves in a tank. Comparison with experiment has shown that modelling triad interactions in the numerical model leads to too low p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1ed80682659f35ab0b48b076b61d2cc
https://doi.org/10.1016/s0029-8018(00)00033-0
https://doi.org/10.1016/s0029-8018(00)00033-0
Publikováno v:
Ocean Engineering. 27:775-800
The wave forces and moments on and the water surface fluctuations around a vertical circular cylinder encircled by a perforated square caisson were experimentally investigated. The porosity of the outer square caisson was varied from 4.24 to 14.58%.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8caa04e887d4820c8dfafdd435e20b69
https://doi.org/10.1016/s0029-8018(99)00008-6
https://doi.org/10.1016/s0029-8018(99)00008-6
Publikováno v:
Ocean Engineering. 26:739-765
Simple prediction methods are proposed to estimate the wave induced pressures on smooth impermeable seawalls. Based on the physics of the wave structure interaction, the sloped seawall is divided into a total of five zones (zones 1, 2 and 3 during ru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b6d3eeef84df0d75423f0f58278eb26
https://doi.org/10.1016/s0029-8018(98)00026-2
https://doi.org/10.1016/s0029-8018(98)00026-2
Publikováno v:
Ports 2010.
Port@Lekki (located about 70 km East of Lagos, Nigeria) is a port development for chemical tankers (160,000 DWT) and container vessels (8,000 TEU). The layout of the new port, including the layout of approach channel, turning circle and harbour basin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f631dacf9f8a6c882a6873948e00939f
https://doi.org/10.1061/41098(368)6
https://doi.org/10.1061/41098(368)6
Autor:
Markus Muttray, Bas Reedijk
Publikováno v:
Coastal Structures 2007.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb4a39e023b9773c074a821a3f80c6e2
https://doi.org/10.1142/9789814282024_0050
https://doi.org/10.1142/9789814282024_0050