Bibliografías temáticas / Submerged low-Crested structures

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Literatura académica sobre el tema "Submerged low-Crested structures"

Autor: Grafiati

Publicado: 15 de febrero de 2025

Última modificación: 31 de julio de 2025

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Artículos de revistas sobre el tema "Submerged low-Crested structures"

Van den Bosch, Ilse, Erik Ten Oever, Pieter Bakker, and Markus Muttray. "STABILITY OF INTERLOCKING ARMOUR UNITS ON A BREAKWATER CREST." Coastal Engineering Proceedings 1, no. 33 (2012): 11. http://dx.doi.org/10.9753/icce.v33.structures.11.

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The hydraulic stability of single layer, interlocking armour units on low crested and submerged breakwaters was investigated in 2D hydraulic model tests. Displacements of armour units and rocking were monitored and have been applied as indicators for the armour layer stability on the crest, front and rear slope. The effect of freeboard, packing density and wave steepness on the armour layer stability have been investigated. The stability of interlocking concrete armour units on low crested and submerged structures is qualitatively different from rock armour. About 40% to 50% larger armour unit

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Koutrouveli, Theofano I., and Athanassios A. Dimas. "WAVE TRANSMISSION OVER LOW-CRESTED POROUS BREAKWATERS." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 15. http://dx.doi.org/10.9753/icce.v36.waves.15.

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Low-crested (LC) rubble mound breakwaters are used for coastal protection. The main advantage of these structures is their mild aesthetic impact on the natural environment. As the waves approach and transmit over these structures, significant hydrodynamic processes occur in their proximal area, such as wave breaking, wave reflection, wave overtopping and transmission (Garcia et al., 2004). Many researchers have studied the hydrodynamics of flow in the vicinity of such structures, as well as the influence of their geometrical characteristics on the flow field. However, in most studies, the stru

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Belkacem, Yasmine Ben, Paul Tournant, Gaële Perret, Julie Lebunetel, and Grégory Pinon. "A COMPREHENSIVE HYDRODYNAMIC ANALYSIS OF WATER WAVES INTERACTION WITH SUBMERGED BREAKWATERS: NUMERICAL AND EXPERIMENTAL STUDY." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 44. https://doi.org/10.9753/icce.v38.structures.44.

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The present work describes the numerical investigation with experimental comparisons of water waves interaction with porous structures. The main objective of this work is to assess the ability of the Volume-Averaged Reynolds Averaged Navier-Stokes- based module within the accurately model and simulate the OpenFOAM numerical toolbox to most relevant hydrodynamic processes involved in the interaction between waves and low-crested breakwaters. The numerical approach is further validated against measurements obtained tests conducted for a wide range of wave from the small-scale laboratory conditio

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Hassanpour, Nasrin, Diego Vicinanza, and Pasquale Contestabile. "Determining Wave Transmission over Rubble-Mound Breakwaters: Assessment of Existing Formulae through Benchmark Testing." Water 15, no. 6 (2023): 1111. http://dx.doi.org/10.3390/w15061111.

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Low-crested and submerged breakwaters are frequently employed as coastal defence structures. Their efficiency is governed by wave energy dissipation, and the wave transmission coefficient can evaluate this parameter. The current study conducts experimental investigations on both low-crested and submerged breakwaters exposed to different wave conditions to compare their performance with that of emerged breakwaters. The current study provides a comprehensive review of existing formulae and highlights the impact of design variables. To evaluate the reliability of each existing formula, four “refe

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Silva, Renan, Ryan Lowe, Jeff Hansen, Alex Atkinson, Nick Naderi, and Matthew Allen. "EXPERIMENTAL BASIN STUDY OF WAVE-DRIVEN HYDRODYNAMICS OVER ARTIFICIAL REEFS." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 53. https://doi.org/10.9753/icce.v38.waves.53.

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Submerged coastal structures (e.g., submerged breakwaters and artificial reefs) modify shoreline hydrodynamics by altering incident wave fields. Submerged breakwaters are designed to provide coastal protection by decreasing incident wave energy. In addition to providing wave attenuation, nature-based artificial reefs seek to enhance ecosystem services linked to the creation of habitat for marine organisms. However, the use of artificial reefs in coastal protection applications is still relatively limited compared to conventional coastal structures (i.e., low-crested breakwaters) in part due to

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Vanlishout, Valérie, Henk Jan Verhagen, and Peter Troch. "OBLIQUE WAVE TRANSMISSION THROUGH ROUGH IMPERMEABLE RUBBLE MOUND SUBMERGED BREAWATERS." Coastal Engineering Proceedings 1, no. 32 (2011): 22. http://dx.doi.org/10.9753/icce.v32.waves.22.

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There is a growing interest in the application of submerged rubble mound breakwaters as coastal defence structures. As their defensive ability highly depends on the amount of wave energy remaining at their lee side, the accurate prediction of the energy in the lee of such structures is of utmost importance. Past experiments have shown that the behaviour of rough permeable rubble mound structures under oblique wave attack was found to be significantly different from that of smooth impermeable low crested structures. This behavioural difference has led to the research objective of this present s

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Corvaro, Sara, Stefania Rocchi, Francesco Marini, Carlo Lorenzoni, and Alessandro Mancinelli. "RECONSTRUCTION OF THE TRASMITTED WAVE SPECTRA BEHIND A SUBMERGED SMOOTH OBSTACLE." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 121. https://doi.org/10.9753/icce.v38.structures.121.

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The presence of a submerged obstacle (sand bar or breakwater) induces a reduction of the transmitted wave energy mainly due to wave breaking dissipation. Moreover, the spectral shape behind such obstacles changes from the incoming one. An energy transfer towards higher frequencies, with respect to the peak frequency fp, is observed due to the non-linear interactions that occur during the passage over the bar for both random (Beji and Battjes, 1993) and regular waves (Losada et al., 1997). Van der Meer et al. (2000) studied the spectral change behind a low-crested structure. They found that 40p

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Ahmad Fitriadhy, Sheikh Fakruradzi, Alamsyah Kurniawan, Nita Yuanita, and Anuar Abu Bakar. "3D Computational Fluid Dynamic Investigation on Wave Transmission behind Low-Crested Submerged Geo-Bag Breakwater." CFD Letters 15, no. 10 (2023): 12–22. http://dx.doi.org/10.37934/cfdl.15.10.1222.

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Wave transmission characteristics behind low-crested submerged breakwaters involve complex-hydrodynamic interaction of water waves on the structures. To properly comprehend the induced-nonlinear wave transformation, the problem necessitates a trustworthy prediction using a computational fluid dynamic (CFD) technique. The goal of this study is to develop a three-dimensional (3-D) computational model of the hydrodynamic performance of a narrow crest behind a submerged breakwater in order to gain a thorough understanding of the wave transmission coefficient, K_t. The simulation took into account

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Galani, Konstantina A., and Athanassios A. Dimas. "EXPERIMENTAL STUDY OF THE FLOW INDUCED BY WAVES IN THE VICINITY OF A DETACHED LOW-CRESTED (ZERO FREEBOARD) BREAKWATER." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 14. http://dx.doi.org/10.9753/icce.v36.waves.14.

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The combined action of environmental forcing (waves, coastal currents, sediment transport, e.t.c.), the continuously decreasing supply of coastal areas with sediment from rivers, as well as the intense anthropogenic activity, results in the appearance of severe erosion problems in coastal areas and constantly decreasing beach width. A frequently used coastal protection measure is the construction of detached breakwaters parallel to the coastline. Detached breakwaters have a direct effect on the incoming waves, which contributes to the control of coastal sediment transport, hence the morphodyna

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Kim, Taeyoon, Soonchul Kwon, and Yongju Kwon. "Prediction of Wave Transmission Characteristics of Low-Crested Structures with Comprehensive Analysis of Machine Learning." Sensors 21, no. 24 (2021): 8192. http://dx.doi.org/10.3390/s21248192.

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The adoption of low-crested and submerged structures (LCS) reduces the wave behind a structure, depending on the changes in the freeboard, and induces stable waves in the offshore. We aimed to estimate the wave transmission coefficient behind LCS structures to determine the feasible characteristics of wave mitigation. In addition, various empirical formulas based on regression analysis were proposed to quantitatively predict wave attenuation characteristics for field applications. However, inherent variability of wave attenuation causes the limitation of linear statistical approaches, such as

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Tesis sobre el tema "Submerged low-Crested structures"

Ben, Belkacem Yasmine. "Ιmpact d'événements extrêmes sur les structures de prοtectiοn côtière". Electronic Thesis or Diss., Normandie, 2024. http://www.theses.fr/2024NORMLH42.

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Ce travail de recherche a pour objectif d'étudier l'impact de la houle sur les structures de protection côtières. L'objectif principal de cette étude est d'évaluer la capacité des outils CFD à modéliser et prédire avec précision l'impact des charges extrêmes des vagues sur des digues conventionnelles en enrochement avec murs de couronnement.Pour mener cette étude, le logiciel numérique OpenFOAM est utilisé pour aborder deux questions scientifiques clés : les charges impulsives des vagues agissant sur des parapets incurvés (partie supérieure du mur de couronnement) et le développement de la hou

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Actas de conferencias sobre el tema "Submerged low-Crested structures"

Vidal Pascual, César, Fernando López Mera, and Íñigo Losada Rodríguez. "STABILITY ANALYSIS OF LOW CRESTED AND SUBMERGED RUBBLE MOUND BREAKWATERS: RELATIONSHIP BETWEEN FLOW CHARACTERISTICS AND MEASURED DAMAGE AND STABILITY FORMULAE FOR LOW CRESTED AND SUBMERGED BREAKWATERS." In Proceedings of the 5th Coastal Structures International Conference, CSt07. World Scientific Publishing Company, 2009. http://dx.doi.org/10.1142/9789814282024_0083.

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Bellotti, Giorgio. "AN IMPROVED ANALYTICAL MODEL FOR ESTIMATING WATER LEVEL SET-UP AND CURRENTS INDUCED BY WAVES OVER SUBMERGED LOW CRESTED COASTAL DEFENCE STRUCTURES." In Proceedings of the 5th Coastal Structures International Conference, CSt07. World Scientific Publishing Company, 2009. http://dx.doi.org/10.1142/9789814282024_0086.

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