NAA '00 Revised Papers from the Second International Conference on Numerical Analysis and Its Applications
A rectangular immersed finite element space for interface problems
Scientific computing and applications
Three-dimensional elliptic solvers for interface problems and applications
Journal of Computational Physics
Numerical treatment of two-dimensional interfaces for acoustic and elastic waves
Journal of Computational Physics
An immersed interface method for simulating the interaction of a fluid with moving boundaries
Journal of Computational Physics
Journal of Computational Physics
A low numerical dissipation immersed interface method for the compressible Navier-Stokes equations
Journal of Computational Physics
A new numerical method for nonlocal electrostatics in biomolecular simulations
Journal of Computational Physics
Journal of Computational Physics
Semi-implicit formulation of the immersed finite element method
Computational Mechanics
Journal of Computational and Applied Mathematics
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We extend the immersed interface method of LeVeque and Li to find numerical solutions of one-dimensional parabolic partial differential equations of the form $u_t = (\beta(x,t) u_x)_x + (\lambda(x,t) u)_x + {\kappa}u u_x-f(x)$, where $\beta$, u, $\beta u_x$, and f may have known discontinuities at a known location $x = \alpha$. At each time step, a large, weakly nonlinear system is set up using a difference scheme which is standard away from $x = \alpha$ and which is derived for grid points near $\alpha$ by solving small linear systems which are determined from the jumps at $x = \alpha$. The time-stepping is done with a Crank--Nicholson scheme, and the nonlinear systems are solved with a Levenberg--Marquardt method. As an example, we consider the flow of cars on a one-lane highway with an entrance or exit, where traffic is treated as a continuous fluid. Numerical examples show that we can compute solutions to these equations with second-order accuracy.