Abstract
► We present computational details of how to solve overland flow problems. ► We solve the DSW equations for a sample dam break problem. ► We show how time adaptivity does not overly change the solution while saving much computation.
We discuss the use of time adaptivity applied to the one dimensional diffusive wave approximation to the shallow water equations. A simple and computationally economical error estimator is discussed which enables time-step size adaptivity. This robust adaptive time discretization corrects the initial time step size to achieve a user specified bound on the discretization error and allows time step size variations of several orders of magnitude. In particular, the one dimensional results presented in this work feature a change of four orders of magnitudes for the time step over the entire simulation.