opm-simulators/opm/core/flowdiagnostics/FlowDiagnostics.hpp

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/*
Copyright 2015 SINTEF ICT, Applied Mathematics.
This file is part of the Open Porous Media project (OPM).
OPM is free software: you can redistribute it and/or modify
it under the terms of the GNU General Public License as published by
the Free Software Foundation, either version 3 of the License, or
(at your option) any later version.
OPM is distributed in the hope that it will be useful,
but WITHOUT ANY WARRANTY; without even the implied warranty of
MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
GNU General Public License for more details.
You should have received a copy of the GNU General Public License
along with OPM. If not, see <http://www.gnu.org/licenses/>.
*/
#ifndef OPM_FLOWDIAGNOSTICS_HEADER_INCLUDED
#define OPM_FLOWDIAGNOSTICS_HEADER_INCLUDED
#include <vector>
#include <utility>
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#include <tuple>
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struct Wells;
namespace Opm
{
/// \brief Compute flow-capacity/storage-capacity based on time-of-flight.
///
/// The F-Phi curve is an analogue to the fractional flow curve in a 1D
/// displacement. It can be used to compute other interesting diagnostic
/// quantities such as the Lorenz coefficient. For a technical description
/// see Shavali et al. (SPE 146446), Shook and Mitchell (SPE 124625).
///
/// \param[in] pv pore volumes of each cell
/// \param[in] ftof forward (time from injector) time-of-flight values for each cell
/// \param[in] rtof reverse (time to producer) time-of-flight values for each cell
/// \return a pair of vectors, the first containing F (flow capacity) the second
/// containing Phi (storage capacity).
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std::pair<std::vector<double>, std::vector<double>>
computeFandPhi(const std::vector<double>& pv,
const std::vector<double>& ftof,
const std::vector<double>& rtof);
/// \brief Compute the Lorenz coefficient based on the F-Phi curve.
///
/// The Lorenz coefficient is a measure of heterogeneity. It is equal
/// to twice the area between the F-Phi curve and the F = Phi line.
/// The coefficient can vary from zero to one. If the coefficient is
/// zero (so the F-Phi curve is a straight line) we have perfect
/// piston-like displacement while a coefficient of one indicates
/// infinitely heterogenous displacement (essentially no sweep).
///
/// Note: The coefficient is analogous to the Gini coefficient of
/// economic theory, where the name Lorenz curve is applied to
/// what we call the F-Phi curve.
///
/// \param[in] flowcap flow capacity (F) as from computeFandPhi()
/// \param[in] storagecap storage capacity (Phi) as from computeFandPhi()
/// \return the Lorenz coefficient
double computeLorenz(const std::vector<double>& flowcap,
const std::vector<double>& storagecap);
/// \brief Compute sweep efficiency versus dimensionless time (PVI).
///
/// The sweep efficiency is analogue to 1D displacement using the
/// F-Phi curve as flux function.
///
/// \param[in] flowcap flow capacity (F) as from computeFandPhi()
/// \param[in] storagecap storage capacity (Phi) as from computeFandPhi()
/// \return a pair of vectors, the first containing Ev (sweep efficiency)
/// the second containing tD (dimensionless time).
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std::pair<std::vector<double>, std::vector<double>>
computeSweep(const std::vector<double>& flowcap,
const std::vector<double>& storagecap);
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/// \brief Compute volumes associated with injector-producer pairs.
///
/// \param[in] wells wells structure, containing NI injector wells and NP producer wells.
/// \param[in] porevol pore volume of each grid cell
/// \param[in] ftracer array of forward (injector) tracer values, NI per cell
/// \param[in] btracer array of backward (producer) tracer values, NP per cell
/// \return a vector of tuples, one tuple for each injector-producer pair,
/// where the first and second elements are well indices for the
/// injector and producer, and the third element is the pore volume
/// associated with that pair.
std::vector<std::tuple<int, int, double>>
computeWellPairs(const Wells& wells,
const std::vector<double>& porevol,
const std::vector<double>& ftracer,
const std::vector<double>& btracer);
} // namespace Opm
#endif // OPM_FLOWDIAGNOSTICS_HEADER_INCLUDED