wall boundary
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2022 ◽  
Vol 252 ◽  
pp. 113726
Author(s):  
Ian D. Williams ◽  
Carlos Arteta ◽  
Yi Shao ◽  
Claudia P. Ostertag

2022 ◽  
Author(s):  
Ricardo Garcia-Mayoral ◽  
Paul Durbin ◽  
Beverley J. McKeon ◽  
Ugo Piomelli ◽  
Richard D. Sandberg ◽  
...  

Author(s):  
Mikhail D. Minin ◽  
◽  
Andrei G. Pronko ◽  

We consider the six-vertex model with the rational weights on an s by N square lattice with partial domain wall boundary conditions. We study the one-point function at the boundary where the free boundary conditions are imposed. For a finite lattice, it can be computed by the quantum inverse scattering method in terms of determinants. In the large N limit, the result boils down to an explicit terminating series in the parameter of the weights. Using the saddle-point method for an equivalent integral representation, we show that as s next tends to infinity, the one-point function demonstrates a step-wise behavior; at the vicinity of the step it scales as the error function. We also show that the asymptotic expansion of the one-point function can be computed from a second-order ordinary differential equation.


Nonlinearity ◽  
2021 ◽  
Vol 35 (1) ◽  
pp. 750-786
Author(s):  
Samer Israwi ◽  
Henrik Kalisch ◽  
Theodoros Katsaounis ◽  
Dimitrios Mitsotakis

Abstract The simulation of long, nonlinear dispersive waves in bounded domains usually requires the use of slip-wall boundary conditions. Boussinesq systems appearing in the literature are generally not well-posed when such boundary conditions are imposed, or if they are well-posed it is very cumbersome to implement the boundary conditions in numerical approximations. In the present paper a new Boussinesq system is proposed for the study of long waves of small amplitude in a basin when slip-wall boundary conditions are required. The new system is derived using asymptotic techniques under the assumption of small bathymetric variations, and a mathematical proof of well-posedness for the new system is developed. The new system is also solved numerically using a Galerkin finite-element method, where the boundary conditions are imposed with the help of Nitsche’s method. Convergence of the numerical method is analysed, and precise error estimates are provided. The method is then implemented, and the convergence is verified using numerical experiments. Numerical simulations for solitary waves shoaling on a plane slope are also presented. The results are compared to experimental data, and excellent agreement is found.


Author(s):  
Mohammed Sayyari ◽  
Lisandro Dalcin ◽  
Matteo Parsani

AbstractNonlinear entropy stability analysis is used to derive entropy stable no-slip wall boundary conditions for the Eulerian model proposed by Svärd (Phys A Stat Mech Appl 506:350–375, 2018). The spatial discretization is based on entropy stable collocated discontinuous Galerkin operators with the summation-by-parts property for unstructured grids. A set of viscous test cases of increasing complexity are simulated using both the Eulerian and the classic compressible Navier–Stokes models. The numerical results obtained with the two models are compared, and similarities and differences are then highlighted. However, the differences are very small and probably smaller than what the current experimental technology allows to measure.


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