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Propagation of nonlinear water waves over variable depth in cylindrical geometryKillen, Sean Martin January 2000 (has links)
No description available.
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A Class Of Super Integrable Korteweg-de Vries SystemsDag, Huseyin 01 January 2003 (has links) (PDF)
In this thesis, we investigate the integrability of a class of multicomponent
super integrable Korteweg-de Vries (KdV) systems in (1 + 1) dimensions in the
context of recursion operator formalism. Integrability conditions are obtained
for the system with arbitrary number of components. In particular, from these
conditions we construct two new subclasses of multicomponent super integrable
KdV systems.
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Nonhomogeneous Boundary Value Problems for the Korteweg-de Vries Equation on a Bounded DomainKramer, Eugene January 2009 (has links)
No description available.
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Comparison of the Korteweg-de Vries (KdV) equation with the Euler equations with irrotational initial conditionsIm, Jeong Sook 22 October 2010 (has links)
No description available.
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Simulation of nonlinear internal wave based on two-layer fluid modelWu, Chung-lin 25 August 2011 (has links)
The main topic of this research is the simulation of internal wave interaction by a two-dimensional numerical model developed by Lynett & Liu (2002) of Cornell University, then modified by Cheng et al. (2005). The governing equation includes two-dimensional momentum and continuity equation. The model uses constant upper and lower layer densities; hence, these factors as well as the upper layer thickness. Should be determined before the simulation. This study discusses the interface depth and the density according to the buoyancy frequency distribution, the EOF, and the eigen-value based on the measured density profile. Besides, a method based on the two-layer KdV equation and the KdV of continuously-stratified fluid. By minimize the difference of linear celeriy, nonlinear and dispersion terms, the upper layer thicknes can also be determined. However, the interface will be much deeper than the depth of max temperature drop in the KdV method if the total water depth is bigger than 500 meters. Thus, the idealization buoyancy frequency formula proposed by Vlasenko et al. (2005) or Xie et al. (2010) are used to modify the buoyancy frequency.
The internal wave in the Luzon Strait and the South China Sea are famous and deserves detailed study. We use the KdV method to find the parameters in the two fluid model to speed up the simulation of internal wave phenomena found in the satellite image.
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Forced Oscillations of the Korteweg-de Vries Equation and Their StabilityUsman, Muhammad 05 October 2007 (has links)
No description available.
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Non-homogeneous Boundary Value Problems of a Class of Fifth Order Korteweg-de Vries Equation posed on a Finite IntervalSriskandasingam, Mayuran 04 October 2021 (has links)
No description available.
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Analysis and Implementation of High-Order Compact Finite Difference SchemesTyler, Jonathan G. 30 November 2007 (has links) (PDF)
The derivation of centered compact schemes at interior and boundary grid points is performed and an analysis of stability and computational efficiency is given. Compact schemes are high order implicit methods for numerical solutions of initial and/or boundary value problems modeled by differential equations. These schemes generally require smaller stencils than the traditional explicit finite difference counterparts. To avoid numerical instabilities at and near boundaries and in regions of mesh non-uniformity, a numerical filtering technique is employed. Experiments for non-stationary linear problems (convection, heat conduction) and also for nonlinear problems (Burgers' and KdV equations) were performed. The compact solvers were combined with Euler and fourth-order Runge-Kutta time differencing. In most cases, the order of convergence of the numerical solution to the exact solution was the same as the formal order of accuracy of the compact schemes employed.
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On the Trajectories of Particles in Solitary WavesPirilla, Patrick Brian 19 July 2011 (has links)
No description available.
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A Spatial Dynamic Approach to Three-Dimensional Gravity-Capillary Water WavesDeng, Shengfu 18 July 2008 (has links)
Three-dimensional gravity-capillary steady waves on water of finite-depth, which are uniformly translating in a horizontal propagation direction and periodic in a transverse direction, are considered. The exact Euler equations are formulated as a spatial dynamic system in which the variable used for the propagating direction is the time-like variable. The existence of the solutions of the system is determined by two non-dimensional constants: the Bond number b and λ (the inverse of the square of the Froude number). The property of Sobolev spaces and the spectral analysis show that the spectrum of the linear part consists of isolated eigenvalues of finite algebraic multiplicity and the number of purely imaginary eigenvalues are finite. The distribution of eigenvalues is described by b and λ.
Assume that C₁ is the curve in (b,λ)-plane on which the first two eigenvalues for three-dimensional waves collide at the imaginary axis, and that the intersection point of the curve C₁ with the line λ=1 is (b₀,1) where b₀>0. Two cases (b₀,1) and (b,λ) â C₁ where 0< b< b₀ are investigated. A center-manifold reduction technique and a normal form analysis are applied to show that for each case the dynamical system can be reduced to a system of ordinary differential equations with finite dimensions. The dominant system for the case (b₀,1) is coupled Schrödinger-KdV equations while it is a Schrödinger equation for another case (b,λ) â C₁. Then, from the existence of the homoclinic orbit connecting to the two-dimensional periodic solution (called generalized solitary wave) for the dominant system, it is obtained that such generalized solitary wave solution persists for the original system by using the perturbation method and adjusting some appropriate constants. / Ph. D.
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