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Titlebook: Environmentally Friendly Coastal Protection; Proceedings of the N Claus Zimmermann,Robert G. Dean,Henk Jan Verhagen Conference proceedings

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樓主: Tyler
31#
發(fā)表于 2025-3-26 21:49:57 | 只看該作者
https://doi.org/10.1007/978-1-4020-6149-3resentations the need for coastal protection structures is discussed, as well as solutions including “soft” technology like beach nourishment (see the papers of R. Dean and J. Pope)..Regarding loose armour, new developments can be reported on the stability of rock in shallow water conditions. This t
32#
發(fā)表于 2025-3-27 01:32:56 | 只看該作者
33#
發(fā)表于 2025-3-27 06:19:03 | 只看該作者
Jennifer Wu,Alina Markova,Mario E. Lacouturecal and functional design method needs the knowledge of relationships linking basic parameters such as freeboard, crest width, wave transmission and set-up behind the structure..This paper aims to contribute to existing knowledge on hydrodynamic interaction of waves and submerged breakwaters, emphas
34#
發(fā)表于 2025-3-27 09:46:42 | 只看該作者
Micha? Szczepanik,Ireneusz Jó?wiaks of all activities in coastal areas, combining research results from natural and social sciences. In this context it particularly favors solutions avoiding undesired disturbances to coastal (eco) systems, including unnatural coastal morphology, poor water quality and impaired biodiversity. Simultan
35#
發(fā)表于 2025-3-27 15:06:45 | 只看該作者
José M. Arrieta,Manuel Villanueva-Pesqueira knowledge of the flow profile related to tidal hydrodynamics and wave propagation. The basic sets of equations used in numerical modelling of the mentioned sub-processes as well as concepts of coupled numerical models are discussed within this paper. Additionally, the limits of different modelling
36#
發(fā)表于 2025-3-27 19:01:10 | 只看該作者
37#
發(fā)表于 2025-3-27 22:27:57 | 只看該作者
38#
發(fā)表于 2025-3-28 05:16:32 | 只看該作者
39#
發(fā)表于 2025-3-28 06:17:11 | 只看該作者
Trends in Digital Image Processing Researchhe breakwater shape, effect of the porosity, water depth regarding the breakwater crest height and, dynamic stable deformed breakwater were examined as parameters. During the experiments, porosity was varied between 0.57–0.34, breakwater crest height to water depth ratio changed from 1 to 0.83. The
40#
發(fā)表于 2025-3-28 12:54:32 | 只看該作者
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