Gotowe bibliografie tematyczne / Wind-wave flume

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Gotowa bibliografia na temat „Wind-wave flume”

Autor: Grafiati

Data publikacji: 25 stycznia 2025

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Wind-wave flume"

Oost, W. A. "The wind profile in a wave flume." Journal of Wind Engineering and Industrial Aerodynamics 37, no. 2 (1991): 113–21. http://dx.doi.org/10.1016/0167-6105(91)90067-7.

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Tsoukala, V. K., and C. I. Moutzouris. "Gas transfer under breaking waves: experiments and an improved vorticity-based model." Annales Geophysicae 26, no. 8 (2008): 2131–42. http://dx.doi.org/10.5194/angeo-26-2131-2008.

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Abstract. In the present paper a modified vorticity-based model for gas transfer under breaking waves in the absence of significant wind forcing is presented. A theoretically valid and practically applicable mathematical expression is suggested for the assessment of the oxygen transfer coefficient in the area of wave-breaking. The proposed model is based on the theory of surface renewal that expresses the oxygen transfer coefficient as a function of both the wave vorticity and the Reynolds wave number for breaking waves. Experimental data were collected in wave flumes of various scales: a) sma

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Wei, Chengxun, Shenghui Li, and Haiying Mao. "Development of a Wind–Wave Coherence Function Based on Numerical Studies." Water 16, no. 17 (2024): 2552. http://dx.doi.org/10.3390/w16172552.

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The synchronization and intensity of fluctuating wind speeds and wave surfaces in wind–wave joint propagation processes are affected by the coherence of the marine ambient factors of fluctuating wind and random waves. This coherence further affects the precise calculations of wind–wave joint actions on marine structures. Therefore, a wind–wave joint propagation numerical flume was established based on the numerical simulation of random waves and fluctuating wind fields. A series of numerical simulations of wind–wave joint propagations were carried out. Based on the numerical results, the influ

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Syamsidik, Syamsidik, Benazir Benazir, Nadri Pratama, et al. "A New Multi-Purposes Flume Experiments Facility: Challenges and Opportunity for Tsunami and Coastal Engineering in Indonesia." International Journal of Disaster Management 6, no. 3 (2024): 345–54. http://dx.doi.org/10.24815/ijdm.v6i3.34568.

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Physical modelling for tsunami engineering is rather difficult to conduct due to lack of comprehensive and advanced facilities to do so. Large number of simulations of the tsunami impacts were performed numerically. In early 2023, a new advanced tsunami flume facility has been completed at Tsunami and Disaster Mitigation Research Center (TDMRC) of Universitas Syiah Kuala. This flume has 60 m in length, 2.5 m in width, and 1.7 m in height. The flume is also equipped with a number of wave, pressure, and current sensors, Particle Image Velocimetery (PIV) Camera, and a laser bed profiler. Beside o

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Zavadsky, A., D. Liberzon, and L. Shemer. "Statistical Analysis of the Spatial Evolution of the Stationary Wind Wave Field." Journal of Physical Oceanography 43, no. 1 (2013): 65–79. http://dx.doi.org/10.1175/jpo-d-12-0103.1.

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Abstract Detailed investigation of wind-generated water waves in a 5-m-long wind wave flume facility is reported. Careful measurements were carried out at a large number of locations along the test section and at numerous airflow rates. The evolution of the wind wave field was investigated using appropriate dimensionless parameters. When possible, quantitative comparison with the results accumulated in field measurements and in larger laboratory facilities was performed. Particular attention was given to the evolution of wave frequency spectra along the tank, distinguishing between the frequen

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Deng, Sijia, Ming Qin, Dezhi Ning, Lin Lin, Songxiong Wu, and Chongwei Zhang. "Numerical and Experimental Investigations on Non-Linear Wave Action on Offshore Wind Turbine Monopile Foundation." Journal of Marine Science and Engineering 11, no. 4 (2023): 883. http://dx.doi.org/10.3390/jmse11040883.

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Monopiles are commonly utilized in offshore wind farms but are prone to non-linear wave loads and run-ups, significantly affecting their engineering design. Therefore, it is crucial to pursue a complete understanding of the non-linear wave action on monopile foundations. Both numerical and experimental investigations on the non-linear wave loads and run-ups on an offshore wind turbine monopile foundation are performed in this paper. The experiment is carried out at a scale of 1/30 in a wave flume at the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology,

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KAWASAKI, Koji, and Masami KIKU. "PROPOSAL OF NUMERICAL WAVE FLUME FOR WAVE OVERTOPPING ANALYSIS CONSIDERING WIND EXTERNAL FORCE." Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering) 67, no. 2 (2011): I_58—I_63. http://dx.doi.org/10.2208/jscejoe.67.i_58.

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Kiku, Masami, and Koji Kawasaki. "PROPOSAL OF NUMERICAL WAVE FLUME FOR WAVE OVERTOPPING COMPUTATION CONSIDERING WIND EXTERNAL FORCE." Coastal Engineering Proceedings 1, no. 34 (2014): 8. http://dx.doi.org/10.9753/icce.v34.waves.8.

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Kandaurov, Alexander, Daniil Sergeev, Yuliya Troitskaya, and Olga Ermakova. "Investigation of the mechanisms of sea spray generation induced by wind-wave interaction in laboratory conditions." EPJ Web of Conferences 213 (2019): 02036. http://dx.doi.org/10.1051/epjconf/201921302036.

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The paper presents the results of investigations of the mechanisms of spray of droplets generation within wind wave interaction obtained under laboratory conditions on the High-speed Wind-Wave Flume of the Institute of Applied Physics of the Russian Academy of Sciences. For the research, a multi-angle high-speed video system used together shadow method, including underwater illumination. The results allowed for the classification of mechanismsleading to the formation of droplets. Three main types of phenomena responsible for the generation of the spume droplets near the wave crest were specifi

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Chowdhury, S. De, J. G. Zhou, L. Qian, et al. "WIND EFFECTS ON OVERTOPPING DISCHARGE AT COASTAL DEFENCES." Coastal Engineering Proceedings, no. 36v (December 31, 2020): 40. http://dx.doi.org/10.9753/icce.v36v.papers.40.

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Wind effects on wave overtopping over fully impermeable vertical sea defence is studied in a shallow water flume based on a physical model for the Livermeade defence system. The investigation is mainly focused on impulse type wave interaction with the sea defence, when the overshooting jet is high during overtopping. We are able to identify distinct types of overtopping flows where moderate wind speed is not found to be affecting uniformly in all cases. We try to find explanation of this behaviours by studying the standing waves at the defence and complementary CFD simulations.Recorded Present

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Rozprawy doktorskie na temat "Wind-wave flume"

Bourg, Natacha. "Interactions between boundary currents, fronts and eddies in the Northern Current and the East Australian Current. : Transport dynamics and application to the journey of Physalia spp." Electronic Thesis or Diss., Toulon, 2024. http://www.theses.fr/2024TOUL0001.

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Les courants de bords, caractérisés par de fortes vitesses et de nombreuses interactions dynamiques avec les marges continentales, sont les principaux moteurs de la variabilité océanique dans les régions côtières qu’ils traversent. La première partie de cette thèse se concentre sur les observations Radar Haute-Fréquence du Courant Nord dans la Méditerranée Nord-Occidentale et du courant est-australien dans l’océan Pacifique Sud. Nous étudions la variabilité saisonnière et interannuelle du courant et le développement de tourbillons de (sous) méso-échelle dans le système du Courant Nord. Concern

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Części książek na temat "Wind-wave flume"

Gao, Ang, Xiufeng Wu, Shiqiang Wu, Hongpeng Li, Jiangyu Dai, and Fangfang Wang. "Study on Wind Waves Similarity and Wind Waves Spectrum Characteristics in Limited Waters." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_107.

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AbstractWind waves is an important factor affecting navigation safety and water environment in limited waters such as lakes and bays. Wind wave spectrum represents the frequency domain features of wind waves and has always been the focus of research. Based on the field observation and flume experimental method, the system analysis of similarity of two kinds of situations, discussed nonlinear response of the relationship of the spectral shape parameter of balance field α, β and wind waves basic frequency between factors like wind speed, wind blowing fetch and water depth. By means of wind tunne

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Peirson, W. L. "Observational Studies of the Surface Velocity Phase Structure of Microscale Breaking Wind Waves." In Wind-over-Wave Couplings. Oxford University PressOxford, 1999. http://dx.doi.org/10.1093/oso/9780198501923.003.0021.

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Abstract The phase structure of the surface velocity associated with wind-driven microscale breaking waves has been measured in a laboratory wind-wave flume using Particle Image Velocimetry (PIV) techniques. Contrary to previous studies, it is found that, on average, the surface flow at the crest does not contribute directly to the spilling regions of these small waves. In general, the net surface transport relative to the wave form is rear ward along the entire wave surface except in the immediate vicinity of the spilling region itself. Such findings have important implications in the de term

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Ely, Mark C., and Amy E. Van Deuren. "Flute." In Wind Talk for Woodwinds. Oxford University PressNew York, NY, 2009. http://dx.doi.org/10.1093/oso/9780195329186.003.0002.

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Abstract Acoustical Properties: The acoustical and physical tonal characteristics of an instrument that affect its sound quality. Although the head joint is slightly conical, the flute is essentially a cylindrical tube that is open on both ends. Sound is produced when air is blown against the sharp edge of the embouchure hole, causing the air column inside the instrument to vibrate. Players can produce different octaves or partials by changing air speed and direction. Harmonically speaking, the flute produces the purest tone of any wind instrument; that is, the sound wave is almost sinusoidal

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Streszczenia konferencji na temat "Wind-wave flume"

Sidqi Fidari, Jadfan. "WIND-WAVE INTERACTION MODELING AND HYDRAULIC PHENOMENON USING FLUME MODEL." In International conference on Innovation and Technology. JOURNAL OF INNOVATION AND APPLIED TECHNOLOGY, 2021. http://dx.doi.org/10.21776/ub.jiat.2021.se.01.010.

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The phenomenon of waves caused by wind is a very common problem in climate-related fields. Research on the wind-wave relationship has been carried out since 1968 by Wu. This research was conducted to determine the effect of wind and wind interaction on water using a flume model but with wind flow approach for low regimes. In low-flow fluid regimes, the potential for wind waves to cause damage needs to be investigated, this is because wind-wave interactions can cause sediment dispersion, sediment mixing cycles in the water column, and sediment compaction. The approach methodology used to determ

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Toffoli, A., D. Proment, H. Salman, et al. "Rogue Waves in Wind Seas: An Experimental Model in an Annular Wind-Wave Flume." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61156.

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The probability of occurrence of rogue waves in wind-generated fields is investigated experimentally in an annular wind-wave flume. Unlike many experiments on rogue waves, where waves are mechanically generated, here the wave field is forced naturally by wind as it is in the ocean. The peculiar geometry of the flume makes waves propagating circularly in an unlimited-fetch condition. Water surface elevation was measured at specific cross-sections under the effect of different wind speeds to monitor the temporal evolution of the wave field. Results show that the kurtosis of the surface elevation

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Campos, Alexis, Climent Molins, Xavier Gironella, Pau Trubat, and Daniel Alarcón. "Experimental RAO’s Analysis of a Monolithic Concrete SPAR Structure for Offshore Floating Wind Turbines." In ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-41891.

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Nowadays the offshore wind energy market is clearly oriented to be extended around the world. Bottom fixed solutions for supporting offshore wind turbines are useful in shallow waters which are available in a limited extent unless a continental shelf exists. Considering the Oil & Gas background knowledge, move from bottom fixed solutions to floating solutions is not a technical challenge, but the cost of each structure in terms of industry profit is currently the main issue for its commercial implementation. That point has induced huge research efforts on the topic. Recently, a new concept

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Liang, Bingchen, Ying Liu, and Lili Yang. "Numerical Experiments Analysis of Wave-Induced Vertical Mixing’s Effects on Sea Surface Wind-Induced Momentum Transfer." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20739.

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A hydrodynamic sediment coupled model COHERENS-SED, which has been developed by the present authors through introducing wave-enhanced bottom stress, wave dependent surface drag coefficient, wave-induced surface mixing, SWAN, damping function of sediment on turbulence and sediment model to COHERENS, is modified to account for wave-induced vertical mixing. One equation k–ε turbulence model is taken into account in calculating vertical viscosity coefficient. COHERENS-SED consists of sediment model SED, current model COHERENS and wave generation model SWAN. The model can also calculate one-dimensi

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Lin, Yu-Hsien, Jing-Fu Chen, and Po-Ying Lu. "Numerical Simulation of Wave Run-Ups due to Nonlinear Interaction Between Stokes Waves and Offshore Wind Turbines." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54013.

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This paper conducts a RANS solver with k-ε turbulent closure to simulate hydrodynamics of wave run-ups of three types of wind turbine foundations, including monopile, gravity-based and tripod support structures. In this study, a semi-empirical formula is developed and calibrated based on velocity stagnation head theory by means of a CFD model, FLUENT. The numerical results are validated by the experimental data, which were implemented in the Large Wave Flume (GWK) of the Coastal Research Centre (FZK) in Hannover and published by Mo et al. (2007) [1]. It is indicated that the difference of norm

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Bhirawa, Tunggul, Kevin, Jung H. Lee, and Jason P. Monty. "Laboratory Study on the Turbulent Boundary Layers Over Wind-Waves Roughness." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77819.

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A laboratory study of turbulent boundary layers over wind-generated waves using Particle Image Velocimetry (PIV) in a wind-wave flume at the University of Melbourne is presented. The experiments are taken at two different wind speeds of 5.5 and 8.5 m/s at a fetch length of 3.5 m. Two types of multi-camera measurement are specifically tailored to capture the flow behaviours. The first is a measurement with high spatial resolution, with aims of characterizing the mean velocity, surface drag and Reynolds stresses over the non-stationary surface. The second type is a large field-of-view measuremen

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Chakkurunni Palliyalil, Vipin, Panneer Selvam Rajamanickam, Mayilvahanan Alagan Chella, and Vijaya Kumar Govindasamy. "Experimental Investigations of Breaking Wave Impact Forces on a Monopile Substructure for Offshore Wind Turbines Under Regular Breaking Waves." In ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-71227.

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The main objective of the paper is to investigate wave impact forces from breaking waves on a monopile substructure for offshore wind turbine in shallow waters. This study examines the load assessment parameters relevant for breaking wave forces on a vertical circular cylinder subjected to breaking waves. Experiments are conducted in a shallow water flume and the wave generation is based on piston type wave maker. The experiments are performed with a vertical circular cylinder with diameter, D = 0.20m which represents a monopile substructure for offshore wind turbines with regular waves of fre

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Han, Mengmeng, Chien Ming Wang, and Wenhui Duan. "Wave Response of a Novel Breakwater Concept With Oscillating Water Columns." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95860.

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Abstract A novel concept of a mega floating breakwater-windbreak is proposed for reducing both wave height and wind speed on its leeward side. L-shaped internal channels are installed inside the breakwater hull that surface from the floating breakwater as tubes that function like “trees” to break the wind. The channel openings are on the vertical walls at the upstream side of the breakwater, so that water is allowed to oscillate inside the channels and create extra viscous damping. Numerical studies using both linear boundary element method and CFD were carried out to determine the wave transm

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Joy, Chinsu Mereena, Anitha Joseph, and Lalu Mangal. "Experimental Investigation on the Dynamic Response of a Three Legged Articulated Type Offshore Wind Tower." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54635.

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Demand for renewable energy sources is rapidly increasing since they are able to replace depleting fossil fuels and their capacity to act as a carbon neutral energy source. A substantial amount of such clean, renewable and reliable energy potential exists in offshore winds. The major engineering challenge in establishing an offshore wind energy facility is the design of a reliable and financially viable offshore support for the wind turbine tower. An economically feasible support for an offshore wind turbine is a compliant platform since it moves with wave forces and offer less resistance to t

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Wu, Minghao, Jonas Arnout, Josep Molina Ruiz, Carlos Arboleda Chavez, Vasiliki Stratigaki, and Peter Troch. "Evaluation of Uncertainty of Damage Results in Experimental Modelling of Monopile Foundation Scour Protection." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95793.

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Abstract The waves and currents acting near a monopile foundation will potentially lead to scour, which may affect the stability of the wind turbine. The design of scour protection against the seabed lowering around a wind turbine monopile foundation is an important issue for wind energy industries. Many laboratory tests have been carried out to investigate the relationship between the hydrodynamic conditions and the monopile foundation scour protection layer damage, and various design criteria have been proposed. However, the experimental uncertainty of the underlying test results has not bee

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