# 6. RTE Stabilization¶

The RTE is solved using the method of discrete ordinates using the symmetric Thurgood quadrature set. The discrete ordinates method is one in which discrete directions of the intensity are solved. The quadrature order, \(N\), defines the number of ordinate directions that are solved in a given iteration. In the case of non-scattering media, this results is a set of decoupled linear partial differential equations. For the symmetric Thurgood set, the number of ordinate directions is given by \(8N^2\). Values of N that are required for suitable accuracy starts at \(N=2\) with more than adequate resolution at \(N=4\).

For each ordinate direction, a weight is provided, \(w_k\) (not to be confused with the test function \(w\)). For each intensity ordinate direction, \(I_k\), integrated quantities such as scalar flux and radiative heat flux are computed as,

and,

The stabilization that is used in the RTE equation can be placed in the class of residual-based stabilization. In this particular implementation, the scaled residual of the RTE equation is added. This implementation has its roots in the classic variational multiscale (VMS).

In the VMS framework, the degree of freedom is decomposed in terms of its resolved and fine scale, \(I+I'\). Without specific definition of the test function, the weighted residual statement for the RTE within a VMS framework is given by,

Grouping resolved and fine scale terms results in an equation takes the form of a standard Galerkin contribution in addition to the fine structure statement,

Note that the isotropic source term has not contributed to the VMS framework other than through the right hand source term.

In general, gradients in the fine scale quantity are to be avoided. Therefore, the first term in the second line of Eq. (6.2) is integrated by parts to yield the following form (note the boundary term, \(\int_\Gamma\) that is shown below is frequently dropped)

The following ansatz, which now includes the classic stabilization parameter, \(\tau\), provides closure of the above fine scale equation,

Substituting Eq. (6.4) into Eq. (6.3) yields,

In the above equation, the residual of the intensity equation for ordinate \(s\) is denoted by \(R(s)\). A compact form of the equation is provided by defining a modified test function, \(\tilde w\), (again note retention of the stabilized boundary term)

where \(\tilde w\) is simply equal to,

When \(\alpha = -1\), we have the above VMS derivation; for \(\alpha = 1\), Galerkin Least Squares is realized; finally for \(\alpha = 0\), we have SUPG. For any formulation other than VMS, the residual contribution at the boundaries of the domain is dropped (\(\beta = 0\)).

The full residual-based equation is placed in divergence form,

and split into its Galerkin and stabilized contributions,

Note that the first term in the above equation is integrated by parts,

Again, the usage of \(\Gamma\) provides emphasis that the contribution is a boundary (exposed face) condition. Therefore, the full VMS-based stabilized RTE equation is as follows,

## 6.1. Definition of the test function¶

Following the work of Martinez, [Mar05], the test function is chosen to be a piecewise-constant value within the control volume, \(w = w_I\) and zero outside of this control volume (Heaviside). A key property of this function, as pointed out by Martinez, is that its gradient is a distribution of delta functions on the control volume boundary:

where \(\Gamma_I\) is boundary of control volume \(I\) and \({\bf n}_I\) is the outward normal on that boundary. Substituting this relationship into the residual equation provides the final form of vertex-centered finite volume RTE stabilized equation,

Given this equation, either an edge-based or element-based scheme can be used. For \(\alpha = 0\) and \(\beta = 0\), it is noted that classic SUCV is obtained. The second line of Eq. (6.12) represents a boundary contribution. This is where the intensity boundary condition (Eq. (9.24)) is applied. As noted in the RTE equation section, when \(s_j n_j\) is greater than zero, the interpolated intensity based on the surface nodal values is used. However, when \(s_j n_j\) is less than zero, the intensity boundary condition value is used. Since the original RTE equation was integrated by parts, a natural surface flux contribution is applied. In alternative discretization approaches, e.g., the SUPG FEM-based Sierra Thermal Radiation Module: Syrinx code, the RTE is not integrated by parts. Therefore, no boundary term exists, and, therefore, a dirichlet bc is applied. At corner nodes, this approach can lead to non-intuitive approaches since the corner node might have surface facets that are both incoming and outgoing. Weak integration of the flux term eliminated this complexity.

## 6.2. The form of \(\tau\)¶

The value of the stabilization parameter \(\tau\) can take on a variety of forms. A classic derivation provides the form of \(\tau\) to be broken out into two forms, \(\tau_{adv} = \frac{h}{2}\) and \(\tau_{diff} = \frac{1}{(\mu_a+\mu_s)}\). An ad-hoc blending is given by,

Finally, the classic GFEM form of \(\tau\) is given by use of the metric tensor for the element mapping is noted,

with \(\beta^*\) equal to unity for SUCV and \(\frac{2}{15^{\frac{1}{2}}}\) for FEM.

## 6.3. Pure Edge-based Upwind Method¶

The residual-based stabilization apporach can lead to predicting negative intensities. This is simply due to the fact that the stabilization approach (SUPG) is a linear approach. Extensions of this residual-based stabilization to include a discontinuity capturing operator (DCO) are underway. This adds a non-linear stabilization approach that will, hopefully, eliminate negative intensity predictions.

Alternatively, a first order upwind approach has been implemented by using EBVC discretization. At this point, no higher order upwind extensions have been implemented. For the upwind implementation, the equation solved is,

In the above equation, the “advection operator”, \(I\left(s\right) s_i n_i {\rm d}S\) is approximated as using the “upwind” intensity, e.g., if \(s_j n_j\) is greater than zero, the left nodal value is used.

## 6.4. Finite Element SUPG Form¶

For the FEM, the test function is the standard weighting. Assuming a pure SUPG formulation, i.e., \(\alpha = \beta = 0\) in Equation (6.10), thereby reducing the final form to the following:

The weak boundary condition is applied in a similar manner as with the CVFEM and EBVC form, however, using the appropriate FEM test test function definition. Finally, the form of \(\tau\) follows the above CVFEM form.