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Artykuły w czasopismach na temat "Boussinesq-Type"

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McCann, Maile, Patrick Lynett, and Behzad Ebrahimi. "FREQUENCY DISPERSION IN DEPTH-INTEGRATED MODELS THROUGH MACHINE LEARNING SURROGATES." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 54. http://dx.doi.org/10.9753/icce.v37.waves.54.

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Boussinesq- type wave models have the accuracy to resolve wave propagation in coastal zones, having the ability to capture nearshore dynamics that include both nonlinear and dispersive effects for relatively short waves. The accuracy of Boussinesq type models over their counterparts which utilize the non- linear shallow water (NLSW) equations provides a clear advantage in studying nearshore processes. However, the computational expense of finding the Boussinesq solution over the NLSW solution hinders fast and/ or real time simulation using Boussinesq type models.
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Yuldashev, Tursun. "Mixed Boussinesq-Type Differential Equation." Vestnik Volgogradskogo gosudarstvennogo universiteta. Serija 1. Mathematica. Physica, no. 2 (June 2016): 13–26. http://dx.doi.org/10.15688/jvolsu1.2016.2.2.

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De BRYE, Sébastien, Rodolfo Silva, and Edgar Mendoza. "BOUSSINESQ TYPE MODELLING OF STORM SURGES." Coastal Engineering Proceedings 1, no. 33 (2012): 15. http://dx.doi.org/10.9753/icce.v33.posters.15.

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To get a better understanding of transient stages of storm surges, this work examines the response of a Boussinesq type model to a moving low pressure system forcing, discussing results through numerical simulations in one horizontal dimension.
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Engelbrecht, Jüri, Tanel Peets, and Kert Tamm. "Solitons modelled by Boussinesq-type equations." Mechanics Research Communications 93 (October 2018): 62–65. http://dx.doi.org/10.1016/j.mechrescom.2017.05.008.

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Meletlidou, Efi, Joël Pouget, Gérard Maugin, and Elias Aifantis. "Invariant relations in Boussinesq-type equations." Chaos, Solitons & Fractals 22, no. 3 (2004): 613–25. http://dx.doi.org/10.1016/j.chaos.2004.02.007.

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Schäffer, Hemming A., and Per A. Madsen. "Further enhancements of Boussinesq-type equations." Coastal Engineering 26, no. 1-2 (1995): 1–14. http://dx.doi.org/10.1016/0378-3839(95)00017-2.

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Murawski, K. "Instabilities of generalized Boussinesq-type waves." Wave Motion 10, no. 2 (1988): 161–69. http://dx.doi.org/10.1016/0165-2125(88)90041-8.

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Boukarou, Aissa, Safa M. Mirgani, Khaled Zennir, Keltoum Bouhali, and Sultan S. Alodhaibi. "White-Noise-Driven KdV-Type Boussinesq System." Mathematics 13, no. 11 (2025): 1758. https://doi.org/10.3390/math13111758.

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The white-noise-driven KdV-type Boussinesq system is a class of stochastic partial differential equations (SPDEs) that describe nonlinear wave propagation under the influence of random noise—specifically white noise—and generalize features from both the Korteweg–de Vries (KdV) and Boussinesq equations. We consider a Cauchy problem for two stochastic systems based on the KdV-type Boussinesq equations. For these systems, we determine sufficient conditions to ensure that this problem is locally and globally well posed for initial data in Sobolev spaces by the linear and bilinear estimates and the
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Luo, Dejun. "Convergence of stochastic 2D inviscid Boussinesq equations with transport noise to a deterministic viscous system." Nonlinearity 34, no. 12 (2021): 8311–30. http://dx.doi.org/10.1088/1361-6544/ac3145.

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Abstract The inviscid 2D Boussinesq system with thermal diffusivity and multiplicative noise of transport type is studied in the L 2-setting. It is shown that, under a suitable scaling of the noise, weak solutions to the stochastic 2D Boussinesq equations converge weakly to the unique solution of the deterministic viscous Boussinesq system. Consequently, the transport noise asymptotically regularises the inviscid 2D Boussinesq system and enhances dissipation in the limit.
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Song, Changming, Jina Li, and Ran Gao. "Nonexistence of Global Solutions to the Initial Boundary Value Problem for the Singularly Perturbed Sixth-Order Boussinesq-Type Equation." Journal of Applied Mathematics 2014 (2014): 1–7. http://dx.doi.org/10.1155/2014/928148.

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We are concerned with the singularly perturbed Boussinesq-type equation including the singularly perturbed sixth-order Boussinesq equation, which describes the bidirectional propagation of small amplitude and long capillary-gravity waves on the surface of shallow water for bond number (surface tension parameter) less than but very close to 1/3. The nonexistence of global solution to the initial boundary value problem for the singularly perturbed Boussinesq-type equation is discussed and two examples are given.
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Rozprawy doktorskie na temat "Boussinesq-Type"

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Yao, Yao. "Boussinesq-type modelling of gently shoaling extreme ocean waves." Thesis, University of Oxford, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.443009.

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Li, Shenghao. "Non-homogeneous Boundary Value Problems for Boussinesq-type Equations." University of Cincinnati / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1468512590.

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Lin, Qun. "The well-posedness and solutions of Boussinesq-type equations." Thesis, Curtin University, 2009. http://hdl.handle.net/20.500.11937/2247.

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We develop well-posedness theory and analytical and numerical solution techniques for Boussinesq-type equations. Firstly, we consider the Cauchy problem for a generalized Boussinesq equation. We show that under suitable conditions, a global solution for this problem exists. In addition, we derive sufficient conditions for solution blow-up in finite time.Secondly, a generalized Jacobi/exponential expansion method for finding exact solutions of non-linear partial differential equations is discussed. We use the proposed expansion method to construct many new, previously undiscovered exact solutio
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Lin, Qun. "The well-posedness and solutions of Boussinesq-type equations." Curtin University of Technology, Department of Mathematics and Statistics, 2009. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=129030.

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We develop well-posedness theory and analytical and numerical solution techniques for Boussinesq-type equations. Firstly, we consider the Cauchy problem for a generalized Boussinesq equation. We show that under suitable conditions, a global solution for this problem exists. In addition, we derive sufficient conditions for solution blow-up in finite time.<br>Secondly, a generalized Jacobi/exponential expansion method for finding exact solutions of non-linear partial differential equations is discussed. We use the proposed expansion method to construct many new, previously undiscovered exact sol
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Weston, Benjamin. "A Godunov-type Boussinesq model of extreme wave runup and overtopping." Thesis, University of Oxford, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.403773.

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Tatlock, Benjamin. "A hybrid finite-volume finite-difference rotational Boussinesq-type model of surf-zone hydrodynamics." Thesis, University of Nottingham, 2015. http://eprints.nottingham.ac.uk/30443/.

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An investigation into the numerical and physical behaviour of a hybrid finite-volume finite-difference Boussinesq-type model, using a rotational surface roller approach in the surf-zone is presented. The relevant theory for the required development of a numerical model implementing this technique is outlined. The proposed method looks to achieve a more physically realistic description of the hydrodynamics by considering the rotational nature of the highly turbulent flow found during wave breaking. This involves a semi-analytical solution to the vorticity transport equation and provides a mecha
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Galaz, mora José. "Coupling methodes of phase-resolving coastal wave models." Electronic Thesis or Diss., Université de Montpellier (2022-....), 2024. https://ged.scdi-montpellier.fr/florabium45/jsp/nnt.jsp?nnt=2024UMONS026.

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Cette thèse s'intéresse au couplage de modèles hydrauliques en zone côtière, à phase résolue, couramment utilisés pour l'étude de la propagation des vagues près du rivage. Malgré de nombreux modèles et des exemples de couplage existants, il y a eu un manque significatif de consensus concernant les artefacts et les problèmes induits par ces stratégies, ainsi qu'une compréhension vague de la façon de les analyser et de les comparer. Pour aborder ce problème, cette recherche adopte une approche de décomposition de domaine, ancrée dans le principe que les modèles de vagues 3D (par exemple, Euler o
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Atlas, Abdelghafour. "Analyse mathématique et numérique du comportement de solutions d'équations d'ondes hydrodynamiques : modèles de type Boussinesq et KdV." Amiens, 2006. http://www.theses.fr/2006AMIEA609.

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Souza, Diego Araújo de. "Controlabilidade para alguns modelos da mecânica dos fluidos." Universidade Federal da Paraíba, 2014. http://tede.biblioteca.ufpb.br:8080/handle/tede/8046.

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Submitted by Maike Costa (maiksebas@gmail.com) on 2016-03-28T14:37:42Z No. of bitstreams: 1 arquivototal.pdf: 2200397 bytes, checksum: fa2b77afd6348b68a616a33acb7c7cb2 (MD5)<br>Made available in DSpace on 2016-03-28T14:37:42Z (GMT). No. of bitstreams: 1 arquivototal.pdf: 2200397 bytes, checksum: fa2b77afd6348b68a616a33acb7c7cb2 (MD5) Previous issue date: 2014-03-20<br>Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPES<br>The aim of this thesis is to present some controllability results for some fluid mechanic models. More precisely, we will prove the existence of contro
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Varing, Audrey. "Wave characterization for coastal and nearshore marine renewable energy applications : focus on wave breaking and spatial varaibility of the wave field." Thesis, Brest, 2019. http://www.theses.fr/2019BRES0105.

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Les énergies marines renouvelables (EMR) sont soumises aux vagues générées par le vent. Une caractérisation précise de ces vagues est nécessaire dans les zones côtières et littorales où les vagues interagissent fortement avec le fond, générant de la réfraction et du déferlement parmi d’autres processus.Une étude approfondie sur l’initiation du déferlement est développée. La validité du critère de déferlement conventionnel uc/c (rapport entre la vitesse orbitale horizontale à la crête et la vitesse de phase) est examinée numériquement. Cette étude nous mène à définir un nouveau critère cinémati
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Części książek na temat "Boussinesq-Type"

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Hietarinta, Jarmo, and Da-jun Zhang. "Discrete Boussinesq-type equations." In Nonlinear Systems and Their Remarkable Mathematical Structures. Chapman and Hall/CRC, 2021. http://dx.doi.org/10.1201/9781003087670-3.

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Clarkson, Peter A. "New Similarity Reductions of Boussinesq-Type Equations." In Partially Intergrable Evolution Equations in Physics. Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-0591-7_24.

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Prüser, H. H., and W. Zielke. "Simulation of Wave-spectra with Boussinesq-type Wave Equations." In Nonlinear Water Waves. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-83331-1_38.

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Eskilsson, Claes, and Allan P. Engsig-Karup. "On Devising Boussinesq-Type Equations with Bounded Eigenspectra: Two Horizontal Dimensions." In Mathematics in Industry. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-23413-7_77.

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Dawson, Clint, and Ali Samii. "A Review of Nonlinear Boussinesq-Type Models for Coastal Ocean Modeling." In Mathematics of Planet Earth. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-09559-7_3.

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Mogorosi, Tshepo Edward, Ben Muatjetjeja, and Chaudry Masood Khalique. "Conservation Laws for a Generalized Coupled Boussinesq System of KdV–KdV Type." In Springer Proceedings in Mathematics & Statistics. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-12307-3_45.

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Guan, Mingliang, Xiaoyu Hu, Lei Wang, et al. "Ship-Borne Wave Simulation by a Boussinesq-Type Model: Extension and Validation." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-0181-3_9.

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Delis, A. I., and M. Kazolea. "Advanced Numerical Simulation of Near-Shore Processes by Extended Boussinesq-Type Models on Unstructured Meshes." In Mathematics in Industry. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-23413-7_76.

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Saha Ray, Santanu. "New Exact Traveling Wave Solutions of the Coupled Schrödinger–Boussinesq Equations and Tzitzéica-Type Evolution Equations." In Nonlinear Differential Equations in Physics. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-1656-6_6.

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"Boussinesq-type models for uneven bottoms." In Advanced Series on Ocean Engineering. World Scientific Publishing Company, 1997. http://dx.doi.org/10.1142/9789812796042_0005.

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Streszczenia konferencji na temat "Boussinesq-Type"

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Kennedy, Andrew B., James T. Kirby, and Mauricio F. Gobbi. "Improved Performance in Boussinesq-Type Equations." In 27th International Conference on Coastal Engineering (ICCE). American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40549(276)53.

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Gobbi, Maurício F., and James T. Kirby. "A Fourth Order Boussinesq-Type Wave Model." In 25th International Conference on Coastal Engineering. American Society of Civil Engineers, 1997. http://dx.doi.org/10.1061/9780784402429.087.

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Sánchez-Bernabe, Francisco J. "Boussinesq type equations and some analytical solutions." In 11TH INTERNATIONAL CONFERENCE ON MATHEMATICAL MODELING IN PHYSICAL SCIENCES. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0162818.

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Diaconescu, Emanuel, and Marilena Glovnea. "A Boussinesq Type Problem for the Elastic Layer." In STLE/ASME 2008 International Joint Tribology Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ijtc2008-71265.

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This paper derives an analytical solution to the Boussinesq problem for the elastic layer. This is found by adding supplementary displacements to half-space displacements. The corresponding integral interference condition is established and this is useful for solving elastic layer contacts.
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KIM, GUNWOO, and CHANGHOON LEE. "NWOGU-TYPE BOUSSINESQ EQUATIONS FOR RAPIDLY VARYING TOPOGRAPHY." In Proceedings of the 5th International Conference on APAC 2009. World Scientific Publishing Company, 2009. http://dx.doi.org/10.1142/9789814287951_0118.

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Sørensen, Ole R., Per A. Madsen, and Hemming A. Schäffer. "Nearshore Wave Dynamics Simulated by Boussinesq Type Models." In 26th International Conference on Coastal Engineering. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/9780784404119.019.

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So/rensen, Ole René, and Lars Steen So/rensen. "Boussinesq Type Modelling Using Unstructured Finite Element Technique." In 27th International Conference on Coastal Engineering (ICCE). American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40549(276)15.

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Schaper, H., and W. Zielke. "A Numerical Solution of Boussinesq Type Wave Equations." In 19th International Conference on Coastal Engineering. American Society of Civil Engineers, 1985. http://dx.doi.org/10.1061/9780872624382.073.

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Popivanov, Petar. "Travelling Waves for Some Generalized Boussinesq Type Equations." In INTERNATIONAL WORKSHOP ON COMPLEX STRUCTURES, INTEGRABILITY AND VECTOR FIELDS. AIP, 2011. http://dx.doi.org/10.1063/1.3567131.

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LYNETT, P., P. L. F. LIU, and H. H. HWUNG. "A MULTI-LAYER APPROACH TO BOUSSINESQ-TYPE MODELING." In Proceedings of the 29th International Conference. World Scientific Publishing Company, 2005. http://dx.doi.org/10.1142/9789812701916_0005.

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Raporty organizacyjne na temat "Boussinesq-Type"

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Gobbi, Mauricio F., and James T. Kirby. A New Boussinesq-Type Model for Surface Water Wave Propagation. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada344641.

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Malej, Matt, Fengyan Shi, Nigel Tozer, et al. FUNWAVE-TVD testbed : analytical, laboratory, and field cases for validation and verification of the phase-resolving nearshore Boussinesq-type numerical wave model. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49183.

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Over the last couple of decades, advancements in high-performance computing have allowed phase-resolving, Boussinesq-type numerical wave models to be more practical in addressing nearshore coastal wave processes. As such, the open-source Fully Nonlinear Wave model–Total Variation Diminishing (FUNWAVE-TVD) numerical wave model has become more ubiquitous across all scientific and engineering-focused R&amp;D organizations, including academic, government, and industry partners. In collaboration with the US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory; the Univer
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Ervin, Kelly, Karl Smink, Bryan Vu, and Jonathan Boone. Ship Simulator of the Future in virtual reality. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45502.

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The Army’s modernization priorities include the development of augmented reality and virtual reality (AR/VR) simulations for enabling the regiment and increasing soldier readiness. The use of AR/VR technology at the U.S. Army Engineer Research and Development Center (ERDC) is also growing in the realm of military and civil works program missions. The ERDC Coastal and Hydraulics Laboratory (CHL) has developed a ship simulator to evaluate bay channels across the world; however, the current simulator has little to no physical realism in nearshore coastal regions (Figure 1). Thus, the ERDC team is
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Malej, Matt, and Fengyan Shi. Suppressing the pressure-source instability in modeling deep-draft vessels with low under-keel clearance in FUNWAVE-TVD. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40639.

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This Coastal and Hydraulics Engineering Technical Note (CHETN) documents the development through verification and validation of three instability-suppressing mechanisms in FUNWAVE-TVD, a Boussinesq-type numerical wave model, when modeling deep-draft vessels with a low under-keel clearance (UKC). Many large commercial ports and channels (e.g., Houston Ship Channel, Galveston, US Army Corps of Engineers [USACE]) are traveled and affected by tens of thousands of commercial vessel passages per year. In a series of recent projects undertaken for the Galveston District (USACE), it was discovered tha
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Torres, Marissa, Michael-Angelo Lam, and Matt Malej. Practical guidance for numerical modeling in FUNWAVE-TVD. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45641.

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This technical note describes the physical and numerical considerations for developing an idealized numerical wave-structure interaction modeling study using the fully nonlinear, phase-resolving Boussinesq-type wave model, FUNWAVE-TVD (Shi et al. 2012). The focus of the study is on the range of validity of input wave characteristics and the appropriate numerical domain properties when inserting partially submerged, impermeable (i.e., fully reflective) coastal structures in the domain. These structures include typical designs for breakwaters, groins, jetties, dikes, and levees. In addition to p
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