Academic literature on the topic 'Marine structures - Hydrodynamics'

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Journal articles on the topic "Marine structures - Hydrodynamics"

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Faltinsen, O. M. "Hydrodynamics of marine and offshore structures." Journal of Hydrodynamics 26, no. 6 (2014): 835–47. http://dx.doi.org/10.1016/s1001-6058(14)60092-5.

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Costello, John H., Sean P. Colin, John O. Dabiri, Brad J. Gemmell, Kelsey N. Lucas, and Kelly R. Sutherland. "The Hydrodynamics of Jellyfish Swimming." Annual Review of Marine Science 13, no. 1 (2021): 375–96. http://dx.doi.org/10.1146/annurev-marine-031120-091442.

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Jellyfish have provided insight into important components of animal propulsion, such as suction thrust, passive energy recapture, vortex wall effects, and the rotational mechanics of turning. These traits are critically important to jellyfish because they must propel themselves despite severe limitations on force production imposed by rudimentary cnidarian muscular structures. Consequently, jellyfish swimming can occur only by careful orchestration of fluid interactions. Yet these mechanics may be more broadly instructive because they also characterize processes shared with other animal swimme
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Nielsen, Jan K., S. Helama, D. Rodland, and Jasper K. Nielsen. "Eemian marine mollusks and barnacles from Ristinge Klint, Denmark: hydrodynamics and oxygen deficiency." Netherlands Journal of Geosciences - Geologie en Mijnbouw 86, no. 2 (2007): 95–115. http://dx.doi.org/10.1017/s0016774600023118.

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AbstractTaphonomic analysis of Eemian marine mollusks and barnacles at Ristinge Klint on the island of Langeland (Denmark) provides a distinct record of a temporal succession in preservation states. Four different states of preservation are recognized and related to a decreasing hydrodynamic regime in the depositional setting of the Eemian Baltic Sea. The states show a deepening-upward transition from shallow bay environment towards deeper offshore environment. The depositional setting changed significantly in hydrodynamics about 620 and 1550 years into the Eemian (130,000 to 115,000 years BP)
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Aniel-Quiroga, Íñigo, César Vidal, Mauricio González, and Javier L. Lara. "STABILITY ANALYSIS OF RUBBLE-MOUND BREAKWATERS UNDER TSUNAMI FIRST IMPACT AND OVERFLOW." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 43. http://dx.doi.org/10.9753/icce.v36.structures.43.

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Tsunamis are relatively infrequent but very destructive phenomena that can cause devastating consequences on coastal areas. In view of recent tragic episodes, the scientific community is strengthening their efforts to develop strategies to mitigate the risk of tsunami consequences, specially focused on the potentially affected areas. One of the strategies in this direction is the design and construction of more efficient coastal structures. In this way, in the frame of the EU FP7 project ASTARTE physical experiments on rubble-mound breakwaters (RMB) under tsunami wave attack have been carried
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Glimberg, Stefan Lemvig, Allan Peter Engsig-Karup, and Luke N. Olson. "A massively scalable distributed multigrid framework for nonlinear marine hydrodynamics." International Journal of High Performance Computing Applications 33, no. 5 (2019): 855–68. http://dx.doi.org/10.1177/1094342019826662.

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The focus of this article is on the parallel scalability of a distributed multigrid framework, known as the DTU Compute GPUlab Library, for execution on graphics processing unit (GPU)-accelerated supercomputers. We demonstrate near-ideal weak scalability for a high-order fully nonlinear potential flow (FNPF) time domain model on the Oak Ridge Titan supercomputer, which is equipped with a large number of many-core CPU-GPU nodes. The high-order finite difference scheme for the solver is implemented to expose data locality and scalability, and the linear Laplace solver is based on an iterative mu
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Nasma Noor, N. V., and A. P. Shashikala. "Resonant Motion of Liquid Confined between Floating Structures." Applied Mechanics and Materials 567 (June 2014): 289–94. http://dx.doi.org/10.4028/www.scientific.net/amm.567.289.

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Many applications occur in the field of marine hydrodynamics where two or more vessels are in sufficiently close proximity to experience significant wave action. The motion of such floating bodies in waves is frequency dependent. In the case of multiple floating bodies, when resonance occurs, the effect of confined liquid between the bodies has some serious implications on the safety and operation of the offloading system. The main objective of the work is to determine the hydrodynamic behaviour of two bodies freely floating in water. A frequency domain method is adopted for the prediction of
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Rudorff, Natália de Moraes, Carla Van Der Haagen Custodio Bonetti, and Jarbas Bonetti Filho. "Suspended shellfish culture impacts on the benthic layer: a case study in Brazilian subtropical waters." Brazilian Journal of Oceanography 60, no. 2 (2012): 219–32. http://dx.doi.org/10.1590/s1679-87592012000200012.

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This study aimed to assess benthic impacts of suspended shellfish cultures in two marine farms located in South Bay, Florianópolis (SC, Brazil). The goal was to detect changes in the benthic layer and evaluate the influence of local conditions, such as hydrodynamics and geomorphology, on the degree of impact at each site. The method included analysis of three groups of oceanographic descriptors: hydrodynamic; morpho-sedimentological (bathymetry, grain size and organic content), and ecological (foraminiferal fauna). Data sets were analyzed using geostatistical and multivariate techniques. Ecolo
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Dao, M. H., H. Xu, E. S. Chan, and P. Tkalich. "Numerical modelling of extreme waves by Smoothed Particle Hydrodynamics." Natural Hazards and Earth System Sciences 11, no. 2 (2011): 419–29. http://dx.doi.org/10.5194/nhess-11-419-2011.

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Abstract. The impact of extreme/rogue waves can lead to serious damage of vessels as well as marine and coastal structures. Such extreme waves in deep water are characterized by steep wave fronts and an energetic wave crest. The process of wave breaking is highly complex and, apart from the general knowledge that impact loadings are highly impulsive, the dynamics of the breaking and impact are still poorly understood. Using an advanced numerical method, the Smoothed Particle Hydrodynamics enhanced with parallel computing is able to reproduce well the extreme waves and their breaking process. O
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Salcedo, Francis, Abhishek Sharma, Scott Fenical, and Gary Ledford. "VESSEL-INDUCED SURGE MODEL VALIDATION IN A COMPLEX HARBOR USING FIELD MEASUREMENTS AND AIS DATA." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 52. http://dx.doi.org/10.9753/icce.v36.waves.52.

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Large ships moving in narrow waterways generate complex hydrodynamic phenomena, which can cause extreme forces and moments on berthed vessels, and damage shoreline structures and marine habitat. Deep-draft vessels can generate complex phenomena such as bow solitary waves, broken supercritical bore waves, and ship-induced harbor seiche/oscillations. Particular focus is paid in the present paper to simulation and validation of the Vessel Hydrodynamics Longwave Unsteady (VH-LU) modeling system (Fenical et al. 2006) for these complex hydrodynamic phenomena, in particular sloshing and resonance of
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Roddier, Dominique, and Joshua Weinstein. "Floating Wind Turbines." Mechanical Engineering 132, no. 04 (2010): 28–32. http://dx.doi.org/10.1115/1.2010-apr-2.

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This article discusses the functioning of floating wind turbines. The engineering requirements for the design of floating offshore wind turbines are extensive. Wind turbine design tools usually consist of an aerodynamic model (for flow around the blades) coupled with a structural code. Aero-elastic models used in the design of fixed turbines calculate all the necessary loading parameters, from turbine thrust and power generation, to blade and tower deflections. The design of floating structures usually involves hydrodynamics tools such as WAMIT Inc.’s software for studying wave interactions wi
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Dissertations / Theses on the topic "Marine structures - Hydrodynamics"

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Ramos, Rafael Guimarães 1987. "Ambiente virtual de simulação e visualização do comportamento de risers." [s.n.], 2013. http://repositorio.unicamp.br/jspui/handle/REPOSIP/259370.

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Orientador: José Mario De Martino<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Elétrica e de Computação<br>Made available in DSpace on 2018-08-23T00:16:40Z (GMT). No. of bitstreams: 1 Ramos_RafaelGuimaraes_M.pdf: 8228877 bytes, checksum: 7b943d579b89dd9cb856e7bc292a1c33 (MD5) Previous issue date: 2013<br>Resumo: Este trabalho apresenta um ambiente de visualização interativo em tempo-real para a simulação do comportamento de risers rígidos verticais. O riser é um duto cilíndrico essencial na extração de óleo em águas profundas e ultra-profundas, uma t
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Tsukada, Raphael Issamu 1983. "Comportamento dinamico de riser rigido em catenaria devido a vibração induzida por vortices em aguas profundas." [s.n.], 2009. http://repositorio.unicamp.br/jspui/handle/REPOSIP/265457.

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Orientador: Celso Kazuyuki Morooka<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecanica e Instituto de Geociencias<br>Made available in DSpace on 2018-08-13T09:48:02Z (GMT). No. of bitstreams: 1 Tsukada_RaphaelIssamu_M.pdf: 4706299 bytes, checksum: b217ddb6687b4f89959018a445ff1dee (MD5) Previous issue date: 2009<br>Resumo: O presente trabalho tem como objetivo principal caracterizar o comportamento dinâmico de risers em configuração catenária (SCR) sob os efeitos do fenômeno da vibração induzida por vórtices (VIV). Estes estudos foram realizados atr
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Shiguemoto, Denis Antonio. "Análise da dinâmica dos movimentos de um riser híbrido auto-sustentável (RHAS)." [s.n.], 2012. http://repositorio.unicamp.br/jspui/handle/REPOSIP/263652.

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Orientadores: Celso Kazuyuki Morooka, Eugênio Libório Feitoza Fortaleza<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecânica e Instituto de Geociências<br>Made available in DSpace on 2018-08-21T00:36:50Z (GMT). No. of bitstreams: 1 Shiguemoto_DenisAntonio_M.pdf: 2730769 bytes, checksum: 3e344d27e331583f273c868cd954634f (MD5) Previous issue date: 2012<br>Resumo: Descobertas recentes de petróleo em laminas d'água cada vez mais profundas tem motivado o desenvolvimento de novas configurações de sistemas de produção de petróleo. Neste contexto, o Riser H
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Tsukada, Raphael Issamu 1983. "Modelagem de esforços de VIV em risers em catenária." [s.n.], 2013. http://repositorio.unicamp.br/jspui/handle/REPOSIP/263631.

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Orientador: Celso Kazuyuki Morooka<br>Tese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecânica e Instituto de Geociências<br>Made available in DSpace on 2018-08-24T00:38:15Z (GMT). No. of bitstreams: 1 Tsukada_RaphaelIssamu_D.pdf: 8094235 bytes, checksum: 003f9b0a99d7b57efcd8ccf12ba266fd (MD5) Previous issue date: 2013<br>Resumo: Durante os últimos anos, as Vibrações Induzidas por Vórtices (VIV) foram intensamente estudadas a partir de experimentos com cilindros retos instalados verticalmente ou horizontalmente, que diferem significativamente das tubulações curv
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Theophanatos, Andreas. "Marine growth and the hydrodynamic loading of offshore structures." Thesis, University of Strathclyde, 1988. http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=26411.

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This thesis presents the results of a study on the effects of marine growth on the hydrodynamic loading of offshore structures and proposes an approach that can be adopted by designers and operators to quantify these effects. The approach is based upon the realistic characterisation of marine growth and its temporal variations during the life span of template structures. Past research work and current design, inspection and maintenance practices are critically reviewed and their limitations with respect to marine growth are highlighted. The ecology of marine growth for a sample of North Sea pl
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Indiyono, Paulus. "Hydrodynamic loading due to appurtenances on offshore structural members." Thesis, University of Newcastle Upon Tyne, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.307828.

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Liou, Sy Yeuan. "Hybrid boundary integral equation method for the hydrodynamic analysis of marine structures in open and confined water." Thesis, University of Newcastle Upon Tyne, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.315619.

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Allsop, Steven Christopher. "Hydrodynamic modelling for structural analysis of tidal stream turbine blades." Thesis, University of Exeter, 2018. http://hdl.handle.net/10871/33219.

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The predictable nature of the tides offers a regular, reliable source of renewable energy that can be harnessed using tidal stream turbines (TSTs). The UK's practically extractable tidal stream energy resource has the potential to supply around 7 % of the country's annual electricity demand. As of 2016, the world's first commercial scale arrays have been deployed around the UK and France. The harsh nature of the marine operating environment poses a number of engineering challenges, where the optimal turbine design solution remains under investigation. In this thesis, a numerical model is devel
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Najafian, G. "Local hydrodynamic force coefficients from field data and probabilistic analysis of offshore structures exposed to random wave loading." Thesis, University of Liverpool, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.317214.

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Cathelain, Marie. "Développement d’un modèle de simulation déterministe pour l’étude du couplage entre un écoulement atmosphérique et un état de mer." Thesis, Ecole centrale de Nantes, 2017. http://www.theses.fr/2017ECDN0001/document.

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La physique de la couche limite atmosphérique en domaine océanique est principalement régie par les processus couplés liés au vent, à l’état de mer local, et à des effets de flottabilité. Leur compréhension reste néanmoins parcellaire et leurs descriptions théoriques et stochastiques sont pour le moins lacunaires, lorsqu’elles ne sont tout simplement pas mises à mal par les rares observations. Dans un contexte d’exploitation croissante de la ressource éolienne offshore, la mise en place de méthodes numériques visant à une description plus fine des propriétés turbulentes de cette couche limite
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Books on the topic "Marine structures - Hydrodynamics"

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Barltrop, N. D. P. Dynamics of fixed marine structures. 3rd ed. Butterworth-Heinemann, 1991.

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The theory and practice of hydrodynamics and vibration. World Scientific, 2002.

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Gupta, A. Fatigue behaviour of offshore structures. Springer-Verlag, 1986.

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University), International Symposium on the Dynamics of Marine Vehicles and Structures in Waves (2nd 1990 Brunel. Dynamics of marine vehicles and structures in waves: Proceedings of an International Union of Theoretical and Applied Mechanics Memorial Symposium on the Dynamics of Marine Vehicles and Structures in Waves, held at Brunel University, Uxbridge, U.K., 24-27 June 1990. Elsevier, 1991.

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International, Conference on Computer Aided Design Manufacture and Operation in the Marine and Offshore Industries (4th 1992 Madrid Spain). Design of marine and offshore structures / editord, T.K.S. Murthy, J.A. Alaez. Computational Mechanics, 1992.

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Workshop on Vortex-Induced Vibrations of Offshore Structures (2000 São Paulo, Brazil). Workshop on Vortex-Induced Vibrations of Offshore Structures, WVIVOS' 2000. Escola Politécnica da USP, Departamento de Engenharia Mecânica, Departamento de Engenharia Naval e Oceânica, 2000.

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Engineering, GEOSHORE International Conference on Offshore and Nearshore Geotechnical. GEOShore International Conference on Offshore and Nearshore Geotechnical Engineering, December 2-3, 1999. Balkema, 2000.

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Boccotti, Paolo. Wave Mechanics and Wave Loads on Marine Structures. Butterworth-Heinemann Limited, 2016.

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Wave Mechanics and Wave Loads on Marine Structures. Elsevier Science & Technology Books, 2014.

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Added Masses Of Ship Structures. Springer, 2008.

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Book chapters on the topic "Marine structures - Hydrodynamics"

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Muttin, Frédéric. "Round-Table 1: Summary of Structures and Hydrodynamic Sessions 1-2." In Marine Coastal and Water Pollutions. John Wiley & Sons, Inc., 2014. http://dx.doi.org/10.1002/9781119003021.ch3.

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Peña, Enrique, Félix Sánchez-Tembleque, Javier Ferreras, Oscar Piñón, Juan A. Rodríguez, and Pedro Urquijo. "Physical modelling of the mechanical and hydrodynamic behaviour of reinforced concrete floating breakwaters: Application in Baiona (Galicia, Spain)." In Coasts, marine structures and breakwaters: Adapting to change. Thomas Telford Ltd, 2010. http://dx.doi.org/10.1680/cmsb.41301.0024.

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Lin, Nansheng, Xiaoming Chen, Chengbi Zhao, Youhong Tang, and Wei Lin. "Hydrodynamic Analysis of Floating Marine Structures Based on an IBM-VOF Two-Phase Flow Model." In Communications in Computer and Information Science. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-53962-6_39.

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"Session C6 - Hydrodynamics." In Coasts, marine structures and breakwaters: Adapting to change. Thomas Telford Ltd, 2010. http://dx.doi.org/10.1680/cmsb.41318.0043.

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"Smoothed Particle Hydrodynamics (SPH) method for modelling 2-dimensional free surface hydrodynamics." In Analysis and Design of Marine Structures V. CRC Press, 2015. http://dx.doi.org/10.1201/b18179-9.

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"Unstructured MEL scheme for 3D body nonlinear ship hydrodynamics." In Analysis and Design of Marine Structures V. CRC Press, 2015. http://dx.doi.org/10.1201/b18179-5.

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"Models for Ships, Offshore Structures and Underwater Vehicles." In Handbook of Marine Craft Hydrodynamics and Motion Control. John Wiley & Sons, Ltd, 2011. http://dx.doi.org/10.1002/9781119994138.ch7.

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Ma, C., M. Oka, and K. Iijima. "A numerical simulation for coupling behavior between smoothed particle hydrodynamics and structural finite element method." In Progress in the Analysis and Design of Marine Structures. CRC Press, 2017. http://dx.doi.org/10.1201/9781315157368-4.

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"Hydrodynamic Design." In Design Principles of Ships and Marine Structures. CRC Press, 2015. http://dx.doi.org/10.1201/b19041-13.

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Faltinsen, Odd M. "HYDRODYNAMIC LOADS ON MARINE STRUCTURES." In Theoretical and Applied Mechanics. Elsevier, 1985. http://dx.doi.org/10.1016/b978-0-444-87707-9.50016-6.

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Conference papers on the topic "Marine structures - Hydrodynamics"

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Chabaud, Valentin, Sverre Steen, and Roger Skjetne. "Real-Time Hybrid Testing for Marine Structures: Challenges and Strategies." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10277.

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Within the field of hydrodynamics, it is fairly easy to find examples of model tests whose performance is impaired by only a subpart of the whole system, which may not be the one of interest. Real-time hybrid testing (RTHT) overcomes this issue by performing scale model testing only on a subpart of the whole structure, the remainder being simulated numerically. The loads acting on the virtual substructure are calculated from online-measured motions of the physical substructure and actuated back on the latter in real-time. RTHT involves data measurement, filtering, force estimation, motion obse
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Schoefs, Franck. "Sensitivity and Uncertainty Studies for the Modelling of Marine Growth Effect on Offshore Structures Loading." In ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2002. http://dx.doi.org/10.1115/omae2002-28385.

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Structural response to extreme events or fatigue loadings and structural integrity are major criteria to be quantified in a rational process of reassessment. It is now well established that the probabilistic mechanics approach gives an efficient means for measuring the relative changing in safety level compared to a predefined requirement. To this aim, effects of marine growth have been largely studied during the last two decades. This natural process of structural colonization is particularly hard to embrace because it leads to various consequences as over-loading effect coming from screen an
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Yan, Hongmei, and Yuming Liu. "Efficient Computations of Fully-Nonlinear Wave Interactions With Floating Structures." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20412.

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We consider the problem of fully nonlinear three-dimensional wave interactions with floating bodies with or without a forward speed. A highly efficient time-domain computational method is developed in the context of potential flow formulation using the pre-corrected Fast Fourier Transform (PFFT) algorithm based on a high-order boundary element method. The method reduces the computational effort in solving the boundary-value problem at each time step to O(NlnN) from O(N2∼3) of the classical boundary element methods, where N is the total number of unknowns. The high efficiency of this method all
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Lee, Dongbin. "Adaptive and Robust Control of an Unmanned Surface Vessel." In ASME 2013 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/smasis2013-3239.

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This paper presents an adaptive sliding mode control structure of underactuated unmanned surface vessel systems under parametric uncertainty. The primary motivation in this research is to compensate for disturbances related to the added hydrodynamic forces and moment in the nonlinear control of a three degree-of-freedom marine vessel. The novelty of this work is the tracking robustness and the compensation for uncertainties common to surface vessels. The first work is to divide the dynamic model of the system into the ship rigid-body terms and added terms induced by hydrodynamics. A sliding-mo
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Gilbert, John, and Leigh McCue. "A Coupled SPH-FEM Solver for Modeling Surface Effect Ship (SES) Bow Seal Dynamics." In ASME 2020 39th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/omae2020-19019.

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Abstract The life of Surface Effect Ship (SES) bow and finger seals are often short-lived due to a combination of environmental effects and dynamic loading due to high-speed operation. Improving SES seal robustness requires a deeper understanding of the dynamics and loads seen by SES skirt seals during operation. In this work, we present the results of a validation study performed for a coupled, smoothed particle hydrodynamics (SPH) - finite element method (FEM) solver developed to study fluid-structure impact and free-surface flow interaction with hyper-elastic structures. This work continues
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Hoekstra, Carel, Henk Smienk, Joris van Drunen, and Alessio Pistidda. "Applying CFD for In-Line Structure Hydrodynamics in Pipeline Installation Analysis." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54273.

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Over the last decade Heerema Marine Contractors (HMC) has successfully performed multiple installation campaigns of large sized in-line structures (ILS) with Deep Water Construction Vessels (DCV) Aegir and Balder. Nowadays steady increase in size and weight of ILS have made these special operations even more complex. Presence of large sized ILS and accompanying buoyancy modules in the catenary have proven to play a dominant role in pipeline integrity. Originally hydrodynamic force formulations in finite element analysis are solely designated for the pipeline itself. These computations comprehe
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Aarsæther, Karl Gunnar, Biao Su, and David Kristiansen. "Numerical Study of a Fishing Vessel Operating in Partially Ice Covered Waters." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77464.

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The Arctic ocean has been the focus of increasing activities in oil and gas, marine traffic and fisheries as the resources in the Arctic area becomes more attractive for exploitation. There have been several studies on the response of ships and structures in ice covered waters, mainly for oil and gas applications. This paper presents a scenario simulation model for fisheries, crab pot retrieval, in partially ice covered waters. Snow crab fisheries in the Barents Sea is an ongoing commercial activity where partial ice covers may drift over crab pots which need retrieval. This scenario is unique
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Khan, Niaz B., Mohammed Jameel, Ahmad Badarudin Bin Mohamad Badry, and Zainah B. Ibrahim. "Numerical Study of Flow Around a Smooth Circular Cylinder at Reynold Number=3900 With Large Eddy Simulation Using CFD Code." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-55114.

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The study of flow around circular cylinders is one of the challenges in marine hydrodynamics. Many offshore structures are of cylindrical shape such as spar hull, risers and pipelines. Furthermore, the flow around cylinder open the path for studying more complex shape structures like ellipses, flat plat and other complex geometries. The aim of the study is to understand the flow field around these structures and calculation of forces acting on them. In current study, flow over a circular cylinder is investigated numerically using the turbulent model Large Eddy simulation (LES) and SIMPLE press
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Solaas, Frøydis, and Peter Christian Sandvik. "Hydrodynamic Coefficients for Suction Anchors During Installation Operations." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62447.

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Increasing demands on economy in the offshore industry and extension to North Atlantic all-year operations bring along a requirement for more accurate numerical simulations of marine installation operations. These simulations will assess the necessary vessel and crane capacity and determine the limiting sea state for the installation. An essential input to such analysis is hydrodynamic coefficients for the structures to be installed. Together with the vessel capacity, the limiting sea-state will, in many cases be dependent on the coefficients used in the simulations. A realistic estimate of th
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Mohamed, Khaled A. "Long-Term Tidal Water Level Measurements in Abu Dhabi Emirate." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57903.

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Abstract:
Abu Dhabi Emirate, United Arab Emirates has a unique tidal system. Understanding the tidal hydrodynamics in Abu Dhabi waters is very important for the design of the hydraulic structures and in the marine environmental studies. The objective of this study is to investigate the tidal water levels and tidal motion in Abu Dhabi, making use of the long-term water levels available. To achieve the aim of the study, the National Energy and Water Research Center (NEWRC) of Abu Dhabi Water and Electricity Authority installed tidal gauges at different locations in Abu Dhabi waters to obtain long-term wat
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