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Small improvements to tutorial2.

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Atgeirr Flø Rasmussen 2012-04-24 10:17:57 +02:00
parent d4eb75898a
commit 068fc2dc70
1 changed files with 21 additions and 15 deletions
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36
tutorials/tutorial2.cpp
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@ -20,8 +20,8 @@
/// \page tutorial2 Flow Solver for a single phase /// \page tutorial2 Flow Solver for a single phase
/// \details The flow equations consist of the mass conservation equation /// \details The flow equations consist of the mass conservation equation
/// \f[\nabla\cdot u=q\f] and the Darcy law \f[u=-\frac{1}{\mu}K\nabla p.\f] Here, /// \f[\nabla\cdot {\bf u}=q\f] and the Darcy law \f[{\bf u} =- \frac{1}{\mu}K\nabla p.\f] Here,
/// \f$u\f$ denotes the velocity and \f$p\f$ the pressure. The permeability tensor is /// \f${\bf u}\f$ denotes the velocity and \f$p\f$ the pressure. The permeability tensor is
/// given by \f$K\f$ and \f$\mu\f$ denotes the viscosity. /// given by \f$K\f$ and \f$\mu\f$ denotes the viscosity.
/// ///
/// We solve the flow equations for a cartesian grid and we set the source term /// We solve the flow equations for a cartesian grid and we set the source term
@ -46,7 +46,7 @@
#include <opm/core/utility/Units.hpp> #include <opm/core/utility/Units.hpp>
/// \page tutorial2 /// \page tutorial2
/// \section commentedcode2 Commented code: /// \section commentedcode2 Program walkthrough.
/// \code /// \code
int main() int main()
{ {
@ -62,17 +62,18 @@ int main()
/// \endcode /// \endcode
/// \page tutorial2 /// \page tutorial2
/// \details We access the unstructured grid through /// \details We access the unstructured grid through
/// the pointer given by \c grid.c_grid(). For more details on unstructured /// the pointer given by \c grid.c_grid(). For more details on the
/// grid, see grid.h. /// UnstructuredGrid data structure, see grid.h.
/// \code /// \code
int num_cells = grid.c_grid()->number_of_cells; int num_cells = grid.c_grid()->number_of_cells;
int num_faces = grid.c_grid()->number_of_faces; int num_faces = grid.c_grid()->number_of_faces;
/// \endcode /// \endcode
/// \page tutorial2 /// \page tutorial2
/// \details /// \details
/// We define a fluid viscosity equal to \f$1\,cP\f$. We use /// We define a fluid viscosity equal to 1 cP.
/// the namespaces Opm::unit /// The <opm/core/utility/Units.hpp> header contains support
/// and Opm::prefix to deal with the units. /// for common units and prefixes, in the namespaces Opm::unit
/// and Opm::prefix.
/// \code /// \code
using namespace Opm::unit; using namespace Opm::unit;
using namespace Opm::prefix; using namespace Opm::prefix;
@ -80,13 +81,13 @@ int main()
/// \endcode /// \endcode
/// \page tutorial2 /// \page tutorial2
/// \details /// \details
/// We define a permeability equal to \f$100\,mD\f$. /// We define a permeability equal to 100 mD.
/// \code /// \code
double k = 100.0*milli*darcy; double k = 100.0*milli*darcy;
/// \endcode /// \endcode
/// \page tutorial2 /// \page tutorial2
/// \details /// \details
/// We set up the permeability tensor and compute the mobility for each cell. /// We set up a diagonal permeability tensor and compute the mobility for each cell.
/// The resulting permeability matrix is flattened in a vector. /// The resulting permeability matrix is flattened in a vector.
/// \code /// \code
std::vector<double> permeability(num_cells*dim*dim, 0.); std::vector<double> permeability(num_cells*dim*dim, 0.);
@ -101,12 +102,14 @@ int main()
/// \page tutorial2 /// \page tutorial2
/// \details /// \details
/// We take UMFPACK as the linear solver for the pressure solver (This library has therefore to be installed.) /// We take UMFPACK as the linear solver for the pressure solver
/// (this library has therefore to be installed).
/// \code /// \code
Opm::LinearSolverUmfpack linsolver; Opm::LinearSolverUmfpack linsolver;
/// \endcode /// \endcode
/// \page tutorial2 /// \page tutorial2
/// We set up the pressure solver /// We set up a pressure solver for the incompressible problem,
/// using the two-point flux approximation discretization.
/// The third argument which corresponds to gravity is set to /// The third argument which corresponds to gravity is set to
/// zero (no gravity). /// zero (no gravity).
/// \code /// \code
@ -120,8 +123,8 @@ int main()
src[num_cells-1] = -100.; src[num_cells-1] = -100.;
/// \endcode /// \endcode
/// \page tutorial2 /// \page tutorial2
/// \details We set up the boundary conditions. We do not modify them. /// \details We set up the boundary conditions.
/// By default, we obtain no outflow boundary conditions. /// By default, we obtain no-flow boundary conditions.
/// \code /// \code
/// \code /// \code
Opm::FlowBCManager bcs; Opm::FlowBCManager bcs;
@ -163,7 +166,10 @@ int main()
/// \endcode /// \endcode
/// \page tutorial2 /// \page tutorial2
/// We write the results in a file in VTK format. /// We write the results to a file in VTK format.
/// The data vectors added to the Opm::DataMap must
/// contain cell data. They may be a scalar per cell
/// (pressure) or a vector per cell (cell_velocity).
/// \code /// \code
std::ofstream vtkfile("tutorial2.vtu"); std::ofstream vtkfile("tutorial2.vtu");
Opm::DataMap dm; Opm::DataMap dm;