I am attempting to simulate fluid flow through a porous foam. I would like to have no-slip boundary conditions on part of the boundary and free flow conditions on the inlet and outlet. Right now I am using the Darcy-Brinkman equations:$-\mu\Delta\mathbf{u} + \mathbf{K}\mathbf{u} + \nabla p = \mathbf{0}$$\nabla\cdot\mathbf{u} = 0$ where $\mathbf{K}$ is a permeability tensor. Mathematically the boundary conditions I have here make sense, however Whitaker (http://link.springer.com/article/10.1007%2FBF01036523) uses a length scale argument to say that the Darcy-Brinkman equations cannot be used to impose no slip boundary conditions. In literature this is still a common technique however. Is there a justification for using the Darcy-Brinkman equations as I wish to do? Ideally I'd like a mathematical justification, but that would apparently directly contradict Whitaker, so an experimental justification is acceptable. If there is no justification, can I reformulate my problem somehow using regular Darcy flow? 
What are acceptable boundary conditions for porous media flow?
pde;fluid dynamics;boundary conditions
The velocity $\mathbf u$ is in $H^1$, so imposing all or some components of the velocity as boundary conditions is allowed. This includes no-slip or tangential flow boundary conditions.However, from a physical perspective, this only makes sense if the ratio of the Stokes to the Brinkman terms is sufficient large, i.e., in particular if $\frac{\mu}{|\mathbf K| L^2} \gg 1$ where $L$ is a length scale that compensates that the Stokes term has two derivatives whereas the Brinkman term does not. On the other hand, if $\frac{\mu}{|\mathbf K| L^2} \ll 1$, then the porous media aspect dominates the Stokes flow aspect, and the solution degenerates to one that is only a slightly regularized function in $H_\text{div}$ where the solution of the mixed Laplace lives. In that case, you can no longer impose all components of the velocity at the boundary, but only the normal component.