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1 | // -*- mode: C++; tab-width: 4; indent-tabs-mode: nil; c-basic-offset: 4 -*- | ||
2 | // vi: set et ts=4 sw=4 sts=4: | ||
3 | // | ||
4 | // SPDX-FileCopyrightInfo: Copyright © DuMux Project contributors, see AUTHORS.md in root folder | ||
5 | // SPDX-License-Identifier: GPL-3.0-or-later | ||
6 | // | ||
7 | /*! | ||
8 | * \file | ||
9 | * \ingroup Fluidmatrixinteractions | ||
10 | * \copydoc Dumux::FrictionLawNoFriction | ||
11 | */ | ||
12 | #ifndef DUMUX_MATERIAL_FLUIDMATRIX_FRICTIONLAW_NOFRICTION_HH | ||
13 | #define DUMUX_MATERIAL_FLUIDMATRIX_FRICTIONLAW_NOFRICTION_HH | ||
14 | |||
15 | #include "frictionlaw.hh" | ||
16 | |||
17 | namespace Dumux { | ||
18 | |||
19 | /*! | ||
20 | * \ingroup Fluidmatrixinteractions | ||
21 | * \brief A pseudo friction law with no bottom friction | ||
22 | */ | ||
23 | template <typename VolumeVariables> | ||
24 | class FrictionLawNoFriction : public FrictionLaw<VolumeVariables> | ||
25 | { | ||
26 | using Scalar = typename VolumeVariables::PrimaryVariables::value_type; | ||
27 | public: | ||
28 | /*! | ||
29 | * \brief Constructor | ||
30 | */ | ||
31 |
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3 | FrictionLawNoFriction() = default; |
32 | |||
33 | /*! | ||
34 | * \brief Compute the bottom shear stress. | ||
35 | * | ||
36 | * \param volVars Volume variables | ||
37 | * | ||
38 | * Compute the bottom shear stress due to bottom friction. | ||
39 | * The bottom shear stress is a projection of the shear stress tensor onto the river bed. | ||
40 | * It can therefore be represented by a (tangent) vector with two entries. | ||
41 | * For this law without bottom friction, the bottom shear stress is zero. | ||
42 | * | ||
43 | * \return shear stress in N/m^2. First entry is the x-component, the second the y-component. | ||
44 | */ | ||
45 | ✗ | Dune::FieldVector<Scalar, 2> bottomShearStress(const VolumeVariables& volVars) const final | |
46 | { | ||
47 | ✗ | return {0.0, 0.0}; | |
48 | } | ||
49 | }; | ||
50 | |||
51 | } // end namespace Dumux | ||
52 | |||
53 | #endif | ||
54 |