1(example-petsc-navier-stokes)= 2 3# Compressible Navier-Stokes mini-app 4 5This example is located in the subdirectory {file}`examples/fluids`. 6It solves the time-dependent Navier-Stokes equations of compressible gas dynamics in a static Eulerian three-dimensional frame using unstructured high-order finite/spectral element spatial discretizations and explicit or implicit high-order time-stepping (available in PETSc). 7Moreover, the Navier-Stokes example has been developed using PETSc, so that the pointwise physics (defined at quadrature points) is separated from the parallelization and meshing concerns. 8 9The mathematical formulation (from {cite}`giraldoetal2010`, cf. SE3) is given in what follows. 10The compressible Navier-Stokes equations in conservative form are 11 12$$ 13\begin{aligned} 14\frac{\partial \rho}{\partial t} + \nabla \cdot \bm{U} &= 0 \\ 15\frac{\partial \bm{U}}{\partial t} + \nabla \cdot \left( \frac{\bm{U} \otimes \bm{U}}{\rho} + P \bm{I}_3 -\bm\sigma \right) + \rho g \bm{\hat k} &= 0 \\ 16\frac{\partial E}{\partial t} + \nabla \cdot \left( \frac{(E + P)\bm{U}}{\rho} -\bm{u} \cdot \bm{\sigma} - k \nabla T \right) &= 0 \, , \\ 17\end{aligned} 18$$ (eq-ns) 19 20where $\bm{\sigma} = \mu(\nabla \bm{u} + (\nabla \bm{u})^T + \lambda (\nabla \cdot \bm{u})\bm{I}_3)$ is the Cauchy (symmetric) stress tensor, with $\mu$ the dynamic viscosity coefficient, and $\lambda = - 2/3$ the Stokes hypothesis constant. 21In equations {eq}`eq-ns`, $\rho$ represents the volume mass density, $U$ the momentum density (defined as $\bm{U}=\rho \bm{u}$, where $\bm{u}$ is the vector velocity field), $E$ the total energy density (defined as $E = \rho e$, where $e$ is the total energy), $\bm{I}_3$ represents the $3 \times 3$ identity matrix, $g$ the gravitational acceleration constant, $\bm{\hat{k}}$ the unit vector in the $z$ direction, $k$ the thermal conductivity constant, $T$ represents the temperature, and $P$ the pressure, given by the following equation of state 22 23$$ 24P = \left( {c_p}/{c_v} -1\right) \left( E - {\bm{U}\cdot\bm{U}}/{(2 \rho)} - \rho g z \right) \, , 25$$ (eq-state) 26 27where $c_p$ is the specific heat at constant pressure and $c_v$ is the specific heat at constant volume (that define $\gamma = c_p / c_v$, the specific heat ratio). 28 29The system {eq}`eq-ns` can be rewritten in vector form 30 31$$ 32\frac{\partial \bm{q}}{\partial t} + \nabla \cdot \bm{F}(\bm{q}) -S(\bm{q}) = 0 \, , 33$$ (eq-vector-ns) 34 35for the state variables 5-dimensional vector 36 37$$ 38\bm{q} = \begin{pmatrix} \rho \\ \bm{U} \equiv \rho \bm{ u }\\ E \equiv \rho e \end{pmatrix} \begin{array}{l} \leftarrow\textrm{ volume mass density}\\ \leftarrow\textrm{ momentum density}\\ \leftarrow\textrm{ energy density} \end{array} 39$$ 40 41where the flux and the source terms, respectively, are given by 42 43$$ 44\begin{aligned} 45\bm{F}(\bm{q}) &= 46\begin{pmatrix} 47 \bm{U}\\ 48 {(\bm{U} \otimes \bm{U})}/{\rho} + P \bm{I}_3 - \bm{\sigma} \\ 49 {(E + P)\bm{U}}/{\rho} - \bm{u} \cdot \bm{\sigma} - k \nabla T 50\end{pmatrix} ,\\ 51S(\bm{q}) &= 52- \begin{pmatrix} 53 0\\ 54 \rho g \bm{\hat{k}}\\ 55 0 56\end{pmatrix}. 57\end{aligned} 58$$ 59 60Let the discrete solution be 61 62$$ 63\bm{q}_N (\bm{x},t)^{(e)} = \sum_{k=1}^{P}\psi_k (\bm{x})\bm{q}_k^{(e)} 64$$ 65 66with $P=p+1$ the number of nodes in the element $e$. 67We use tensor-product bases $\psi_{kji} = h_i(X_0)h_j(X_1)h_k(X_2)$. 68 69For the time discretization, we use two types of time stepping schemes. 70 71- Explicit time-stepping method 72 73 The following explicit formulation is solved with the adaptive Runge-Kutta-Fehlberg (RKF4-5) method by default (any explicit time-stepping scheme available in PETSc can be chosen at runtime) 74 75 $$ 76 \bm{q}_N^{n+1} = \bm{q}_N^n + \Delta t \sum_{i=1}^{s} b_i k_i \, , 77 $$ 78 79 where 80 81 $$ 82 \begin{aligned} 83 k_1 &= f(t^n, \bm{q}_N^n)\\ 84 k_2 &= f(t^n + c_2 \Delta t, \bm{q}_N^n + \Delta t (a_{21} k_1))\\ 85 k_3 &= f(t^n + c_3 \Delta t, \bm{q}_N^n + \Delta t (a_{31} k_1 + a_{32} k_2))\\ 86 \vdots&\\ 87 k_i &= f\left(t^n + c_i \Delta t, \bm{q}_N^n + \Delta t \sum_{j=1}^s a_{ij} k_j \right)\\ 88 \end{aligned} 89 $$ 90 91 and with 92 93 $$ 94 f(t^n, \bm{q}_N^n) = - [\nabla \cdot \bm{F}(\bm{q}_N)]^n + [S(\bm{q}_N)]^n \, . 95 $$ 96 97- Implicit time-stepping method 98 99 This time stepping method which can be selected using the option `-implicit` is solved with Backward Differentiation Formula (BDF) method by default (similarly, any implicit time-stepping scheme available in PETSc can be chosen at runtime). 100 The implicit formulation solves nonlinear systems for $\bm q_N$: 101 102 $$ 103 \bm f(\bm q_N) \equiv \bm g(t^{n+1}, \bm{q}_N, \bm{\dot{q}}_N) = 0 \, , 104 $$ (eq-ts-implicit-ns) 105 106 where the time derivative $\bm{\dot q}_N$ is defined by 107 108 $$ 109 \bm{\dot{q}}_N(\bm q_N) = \alpha \bm q_N + \bm z_N 110 $$ 111 112 in terms of $\bm z_N$ from prior state and $\alpha > 0$, both of which depend on the specific time integration scheme (backward difference formulas, generalized alpha, implicit Runge-Kutta, etc.). 113 Each nonlinear system {eq}`eq-ts-implicit-ns` will correspond to a weak form, as explained below. 114 In determining how difficult a given problem is to solve, we consider the Jacobian of {eq}`eq-ts-implicit-ns`, 115 116 $$ 117 \frac{\partial \bm f}{\partial \bm q_N} = \frac{\partial \bm g}{\partial \bm q_N} + \alpha \frac{\partial \bm g}{\partial \bm{\dot q}_N}. 118 $$ 119 120 The scalar "shift" $\alpha$ scales inversely with the time step $\Delta t$, so small time steps result in the Jacobian being dominated by the second term, which is a sort of "mass matrix", and typically well-conditioned independent of grid resolution with a simple preconditioner (such as Jacobi). 121 In contrast, the first term dominates for large time steps, with a condition number that grows with the diameter of the domain and polynomial degree of the approximation space. 122 Both terms are significant for time-accurate simulation and the setup costs of strong preconditioners must be balanced with the convergence rate of Krylov methods using weak preconditioners. 123 124To obtain a finite element discretization, we first multiply the strong form {eq}`eq-vector-ns` by a test function $\bm v \in H^1(\Omega)$ and integrate, 125 126$$ 127\int_{\Omega} \bm v \cdot \left(\frac{\partial \bm{q}_N}{\partial t} + \nabla \cdot \bm{F}(\bm{q}_N) - \bm{S}(\bm{q}_N) \right) \,dV = 0 \, , \; \forall \bm v \in \mathcal{V}_p\,, 128$$ 129 130with $\mathcal{V}_p = \{ \bm v(\bm x) \in H^{1}(\Omega_e) \,|\, \bm v(\bm x_e(\bm X)) \in P_p(\bm{I}), e=1,\ldots,N_e \}$ a mapped space of polynomials containing at least polynomials of degree $p$ (with or without the higher mixed terms that appear in tensor product spaces). 131 132Integrating by parts on the divergence term, we arrive at the weak form, 133 134$$ 135\begin{aligned} 136\int_{\Omega} \bm v \cdot \left( \frac{\partial \bm{q}_N}{\partial t} - \bm{S}(\bm{q}_N) \right) \,dV 137- \int_{\Omega} \nabla \bm v \!:\! \bm{F}(\bm{q}_N)\,dV & \\ 138+ \int_{\partial \Omega} \bm v \cdot \bm{F}(\bm q_N) \cdot \widehat{\bm{n}} \,dS 139 &= 0 \, , \; \forall \bm v \in \mathcal{V}_p \,, 140\end{aligned} 141$$ (eq-weak-vector-ns) 142 143where $\bm{F}(\bm q_N) \cdot \widehat{\bm{n}}$ is typically replaced with a boundary condition. 144 145:::{note} 146The notation $\nabla \bm v \!:\! \bm F$ represents contraction over both fields and spatial dimensions while a single dot represents contraction in just one, which should be clear from context, e.g., $\bm v \cdot \bm S$ contracts over fields while $\bm F \cdot \widehat{\bm n}$ contracts over spatial dimensions. 147::: 148 149We solve {eq}`eq-weak-vector-ns` using a Galerkin discretization (default) or a stabilized method, as is necessary for most real-world flows. 150 151Galerkin methods produce oscillations for transport-dominated problems (any time the cell Péclet number is larger than 1), and those tend to blow up for nonlinear problems such as the Euler equations and (low-viscosity/poorly resolved) Navier-Stokes, in which case stabilization is necessary. 152Our formulation follows {cite}`hughesetal2010`, which offers a comprehensive review of stabilization and shock-capturing methods for continuous finite element discretization of compressible flows. 153 154- **SUPG** (streamline-upwind/Petrov-Galerkin) 155 156 In this method, the weighted residual of the strong form {eq}`eq-vector-ns` is added to the Galerkin formulation {eq}`eq-weak-vector-ns`. 157 The weak form for this method is given as 158 159 $$ 160 \begin{aligned} 161 \int_{\Omega} \bm v \cdot \left( \frac{\partial \bm{q}_N}{\partial t} - \bm{S}(\bm{q}_N) \right) \,dV 162 - \int_{\Omega} \nabla \bm v \!:\! \bm{F}(\bm{q}_N)\,dV & \\ 163 + \int_{\partial \Omega} \bm v \cdot \bm{F}(\bm{q}_N) \cdot \widehat{\bm{n}} \,dS & \\ 164 + \int_{\Omega} \bm{P}(\bm v)^T \, \left( \frac{\partial \bm{q}_N}{\partial t} \, + \, 165 \nabla \cdot \bm{F} \, (\bm{q}_N) - \bm{S}(\bm{q}_N) \right) \,dV &= 0 166 \, , \; \forall \bm v \in \mathcal{V}_p 167 \end{aligned} 168 $$ (eq-weak-vector-ns-supg) 169 170 This stabilization technique can be selected using the option `-stab supg`. 171 172- **SU** (streamline-upwind) 173 174 This method is a simplified version of *SUPG* {eq}`eq-weak-vector-ns-supg` which is developed for debugging/comparison purposes. The weak form for this method is 175 176 $$ 177 \begin{aligned} 178 \int_{\Omega} \bm v \cdot \left( \frac{\partial \bm{q}_N}{\partial t} - \bm{S}(\bm{q}_N) \right) \,dV 179 - \int_{\Omega} \nabla \bm v \!:\! \bm{F}(\bm{q}_N)\,dV & \\ 180 + \int_{\partial \Omega} \bm v \cdot \bm{F}(\bm{q}_N) \cdot \widehat{\bm{n}} \,dS & \\ 181 + \int_{\Omega} \bm{P}(\bm v)^T \, \nabla \cdot \bm{F} \, (\bm{q}_N) \,dV 182 & = 0 \, , \; \forall \bm v \in \mathcal{V}_p 183 \end{aligned} 184 $$ (eq-weak-vector-ns-su) 185 186 This stabilization technique can be selected using the option `-stab su`. 187 188In both {eq}`eq-weak-vector-ns-su` and {eq}`eq-weak-vector-ns-supg`, $\bm{P} \,$ is called the *perturbation to the test-function space*, since it modifies the original Galerkin method into *SUPG* or *SU* schemes. 189It is defined as 190 191$$ 192\bm{P}(\bm v) \equiv \left(\bm{\tau} \cdot \frac{\partial \bm{F} \, (\bm{q}_N)}{\partial \bm{q}_N} \right)^T \, \nabla \bm v\,, 193$$ 194 195where parameter $\bm{\tau} \in \mathbb R^{3\times 3}$ is an intrinsic time/space scale matrix. 196 197Currently, this demo provides three types of problems/physical models that can be selected at run time via the option `-problem`. 198{ref}`problem-advection`, the problem of the transport of energy in a uniform vector velocity field, {ref}`problem-euler-vortex`, the exact solution to the Euler equations, and the so called {ref}`problem-density-current` problem. 199 200(problem-advection)= 201 202## Advection 203 204A simplified version of system {eq}`eq-ns`, only accounting for the transport of total energy, is given by 205 206$$ 207\frac{\partial E}{\partial t} + \nabla \cdot (\bm{u} E ) = 0 \, , 208$$ (eq-advection) 209 210with $\bm{u}$ the vector velocity field. In this particular test case, a blob of total energy (defined by a characteristic radius $r_c$) is transported by two different wind types. 211 212- **Rotation** 213 214 In this case, a uniform circular velocity field transports the blob of total energy. 215 We have solved {eq}`eq-advection` applying zero energy density $E$, and no-flux for $\bm{u}$ on the boundaries. 216 217 The $3D$ version of this test case can be run with: 218 219 ``` 220 ./navierstokes -problem advection -wind_type rotation 221 ``` 222 223 while the $2D$ version with: 224 225 ``` 226 ./navierstokes -problem advection2d -wind_type rotation 227 ``` 228 229- **Translation** 230 231 In this case, a background wind with a constant rectilinear velocity field, enters the domain and transports the blob of total energy out of the domain. 232 233 For the inflow boundary conditions, a prescribed $E_{wind}$ is applied weakly on the inflow boundaries such that the weak form boundary integral in {eq}`eq-weak-vector-ns` is defined as 234 235 $$ 236 \int_{\partial \Omega_{inflow}} \bm v \cdot \bm{F}(\bm q_N) \cdot \widehat{\bm{n}} \,dS = \int_{\partial \Omega_{inflow}} \bm v \, E_{wind} \, \bm u \cdot \widehat{\bm{n}} \,dS \, , 237 $$ 238 239 For the outflow boundary conditions, we have used the current values of $E$, following {cite}`papanastasiou1992outflow` which extends the validity of the weak form of the governing equations to the outflow instead of replacing them with unknown essential or natural boundary conditions. 240 The weak form boundary integral in {eq}`eq-weak-vector-ns` for outflow boundary conditions is defined as 241 242 $$ 243 \int_{\partial \Omega_{outflow}} \bm v \cdot \bm{F}(\bm q_N) \cdot \widehat{\bm{n}} \,dS = \int_{\partial \Omega_{outflow}} \bm v \, E \, \bm u \cdot \widehat{\bm{n}} \,dS \, , 244 $$ 245 246 The $3D$ version of this test case problem can be run with: 247 248 ``` 249 ./navierstokes -problem advection -wind_type translation -wind_translation .5,-1,0 250 ``` 251 252 while the $2D$ version with: 253 254 ``` 255 ./navierstokes -problem advection2d -wind_type translation -wind_translation 1,-.5 256 ``` 257 258(problem-euler-vortex)= 259 260## Isentropic Vortex 261 262Three-dimensional Euler equations, which are simplified version of system {eq}`eq-ns` and account only for the convective fluxes, are given by 263 264$$ 265\begin{aligned} 266\frac{\partial \rho}{\partial t} + \nabla \cdot \bm{U} &= 0 \\ 267\frac{\partial \bm{U}}{\partial t} + \nabla \cdot \left( \frac{\bm{U} \otimes \bm{U}}{\rho} + P \bm{I}_3 \right) &= 0 \\ 268\frac{\partial E}{\partial t} + \nabla \cdot \left( \frac{(E + P)\bm{U}}{\rho} \right) &= 0 \, , \\ 269\end{aligned} 270$$ (eq-euler) 271 272Following the setup given in {cite}`zhang2011verification`, the mean flow for this problem is $\rho=1$, $P=1$, $T=P/\rho= 1$, and $\bm{u}=(u_1,u_2,0)$ while the perturbation $\delta \bm{u}$, and $\delta T$ are defined as 273 274$$ 275\begin{aligned} (\delta u_1, \, \delta u_2) &= \frac{\epsilon}{2 \pi} \, e^{0.5(1-r^2)} \, (-\bar{y}, \, \bar{x}) \, , \\ \delta T &= - \frac{(\gamma-1) \, \epsilon^2}{8 \, \gamma \, \pi^2} \, e^{1-r^2} \, , \\ \end{aligned} 276$$ 277 278where $(\bar{x}, \, \bar{y}) = (x-x_c, \, y-y_c)$, $(x_c, \, y_c)$ represents the center of the domain, $r^2=\bar{x}^2 + \bar{y}^2$, and $\epsilon$ is the vortex strength. 279There is no perturbation in the entropy $S=P/\rho^\gamma$ ($\delta S=0)$. 280 281This problem can be run with: 282 283``` 284./navierstokes -problem euler_vortex -mean_velocity .5,-.8,0. 285``` 286 287(problem-density-current)= 288 289## Density Current 290 291For this test problem (from {cite}`straka1993numerical`), we solve the full Navier-Stokes equations {eq}`eq-ns`, for which a cold air bubble (of radius $r_c$) drops by convection in a neutrally stratified atmosphere. 292Its initial condition is defined in terms of the Exner pressure, $\pi(\bm{x},t)$, and potential temperature, $\theta(\bm{x},t)$, that relate to the state variables via 293 294$$ 295\begin{aligned} \rho &= \frac{P_0}{( c_p - c_v)\theta(\bm{x},t)} \pi(\bm{x},t)^{\frac{c_v}{ c_p - c_v}} \, , \\ e &= c_v \theta(\bm{x},t) \pi(\bm{x},t) + \bm{u}\cdot \bm{u} /2 + g z \, , \end{aligned} 296$$ 297 298where $P_0$ is the atmospheric pressure. 299For this problem, we have used no-slip and non-penetration boundary conditions for $\bm{u}$, and no-flux for mass and energy densities. 300This problem can be run with: 301 302``` 303./navierstokes -problem density_current 304``` 305