1
$\begingroup$

The water height $h$ and 2d velocity field $(u,w)$ are "extrapolated to non-fluid-cells, i.e., setting $h$ equal to the value in the nearest fluid cell." [Bridson]

I'm using finite differences.

Looking at the course notes, this extrapolation seems involved: tracking the zero level set surface $\phi$ (using signed distance from the surface), then taking its gradient $\nabla \phi$. It seems to be done for all non-fluid cells, not just those adjacent to fluid.

I don't understand why this done (BTW for the 2d SWE case, if the non-fluid cell is lower e.g. the lip of a dam wall, then extrapolating the water height will make large quantities of water appear from nowhere (because the height is so far above the ground).

Is there a simple explanation, and a simpler way to do this?

EDIT Two different quantities are being extrapolated, velocity and height. The velocity extrapolation seems to be needed for semi-Lagranian advection. This is where you advect a quantity $q$ by projecting velocities backwards over a timestep, to find what value of $q$ was at that location (interpolating between the grid locations where $q$ is stored). The issue is that this back-projection can land in a region where there is no $q$... so, you extrapolate the value from the nearest cell that does have $q$ (BTW which is along the normal to the surface).

EDIT The other extrapolation, of height $h$, seems to only be used for pressure acceleration. (Its effect seems to be a Neumann BC, zero derivative normal to surface, by making the other side the same as this one...?) Height $h$ is derived from depth $d$ and bottom $b$, $h=b+d$, and $h$ isn't stored, and doesn't seem to be used again. Although, logically, when $d$ is advected semi-Lagrangianly, it should need extrapolation, the same for any other $q$...

Any good references or articles with a nice precis/lit review, or survey papers?

[Bridson] I'm implementing the SWE from chapter 12 of Bridson's book Fluid Simulation for Computer Animation.

$\endgroup$
1
  • 1
    $\begingroup$ Shallow water equations are no longer hyperbolic when $h$=0. Therefore boundary value problem becomes ill-posed. One has to do some trickery to avoid that. Check out the survey in the beginning of section 3.3 of this paper by Dutykh et al. $\endgroup$ Aug 10 '17 at 14:33

Your Answer

By clicking “Post Your Answer”, you agree to our terms of service, privacy policy and cookie policy

Browse other questions tagged or ask your own question.