hc_explicit_sequential.cc

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/*!
 *
 * Copyright (C) 2007 Technical University of Liberec.  All rights reserved.
 *
 * Please make a following refer to Flow123d on your project site if you use the program for any purpose,
 * especially for academic research:
 * Flow123d, Research Centre: Advanced Remedial Technologies, Technical University of Liberec, Czech Republic
 *
 * This program is free software; you can redistribute it and/or modify it under the terms
 * of the GNU General Public License version 3 as published by the Free Software Foundation.
 *
 * This program 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 this program; if not,
 * write to the Free Software Foundation, Inc., 59 Temple Place - Suite 330, Boston, MA 021110-1307, USA.
 *
 *
 * $Id$
 * $Revision$
 * $LastChangedBy$
 * $LastChangedDate$
 *
 * @file
 * @brief
 *
 *  @author Jan Brezina
 */

#include "hc_explicit_sequential.hh"
#include "flow/darcy_flow_mh.hh"
#include "flow/darcy_flow_mh_output.hh"
#include "transport/transport_operator_splitting.hh"
#include "transport/transport.h"
#include "transport/transport_dg.hh"
#include "mesh/mesh.h"
#include "mesh/msh_gmshreader.h"
#include "system/sys_profiler.hh"
#include "input/input_type.hh"
#include "transport/concentration_model.hh"
#include "transport/heat_model.hh"


namespace it = Input::Type;

it::AbstractRecord CouplingBase::input_type
    = it::AbstractRecord("Problem",
            "The root record of description of particular the problem to solve.")
    .declare_key("description",it::String(),
            "Short description of the solved problem.\n"
            "Is displayed in the main log, and possibly in other text output files.")
    .declare_key("mesh", Mesh::input_type, it::Default::obligatory(),
            "Computational mesh common to all equations.");


it::Record HC_ExplicitSequential::input_type
    = it::Record("SequentialCoupling",
            "Record with data for a general sequential coupling.\n")
    .derive_from( CouplingBase::input_type )
    .declare_key("time", TimeGovernor::input_type, it::Default::optional(),
            "Simulation time frame and time step.")
    .declare_key("primary_equation", DarcyFlowMH::input_type, it::Default::obligatory(),
            "Primary equation, have all data given.")
    .declare_key("secondary_equation", AdvectionProcessBase::input_type,
            "The equation that depends (the velocity field) on the result of the primary equation.");




/**
 * FUNCTION "MAIN" FOR COMPUTING MIXED-HYBRID PROBLEM FOR UNSTEADY SATURATED FLOW
 */
HC_ExplicitSequential::HC_ExplicitSequential(Input::Record in_record)
{
    START_TIMER("HC constructor");
    using namespace Input;

    // Read mesh
    {
        mesh = new Mesh( in_record.val<Record>("mesh") );
        mesh->init_from_input();
        
        //getting description for the Profiler
        string description;
        in_record.opt_val<string>("description", description);
         
        Profiler::instance()->set_task_info(
            description,
            //"Description has to be set in main. by different method.",
            mesh->n_elements());
    }

    // setup primary equation - water flow object
    AbstractRecord prim_eq = in_record.val<AbstractRecord>("primary_equation");
    if (prim_eq.type() == DarcyFlowMH_Steady::input_type ) {
            water = new DarcyFlowMH_Steady(*mesh, prim_eq);
    } else if (prim_eq.type() == DarcyFlowMH_Unsteady::input_type ) {
            water = new DarcyFlowMH_Unsteady(*mesh, prim_eq);
    } else if (prim_eq.type() == DarcyFlowLMH_Unsteady::input_type ) {
            water = new DarcyFlowLMH_Unsteady(*mesh, prim_eq);
    } else {
            xprintf(UsrErr,"Equation type not implemented.");
    }



    // TODO: optionally setup transport objects
    Iterator<AbstractRecord> it = in_record.find<AbstractRecord>("secondary_equation");
    if (it) {
        if (it->type() == TransportOperatorSplitting::input_type)
        {
            transport_reaction = new TransportOperatorSplitting(*mesh, *it);
        }
        else if (it->type() == TransportDG<ConcentrationTransportModel>::input_type)
        {
            transport_reaction = new TransportDG<ConcentrationTransportModel>(*mesh, *it);
        }
        else if (it->type() == TransportDG<HeatTransferModel>::input_type)
        {
            transport_reaction = new TransportDG<HeatTransferModel>(*mesh, *it);
        }
        else
        {
            xprintf(PrgErr,"Value of TYPE in the Transport an AbstractRecord out of set of descendants.\n");
        }

        // setup fields
        transport_reaction->data()["cross_section"]
                .copy_from(water->data()["cross_section"]);

    } else {
        transport_reaction = new TransportNothing(*mesh);
    }
}



/**
 * TODO:
 * - have support for steady problems in TimeGovernor, make Noting problems steady
 * - apply splitting of compute_one_step to particular models
 * - how to set output time marks for steady problems (we need solved time == infinity) but
 *   add no time marks
 * - allow create steady time governor without time marks (at least in nothing models)
 * - pass refference to time marks in time governor constructor?
 */

void HC_ExplicitSequential::run_simulation()
{
    START_TIMER("HC run simulation");
    // following should be specified in constructor:
    // value for velocity interpolation :
    // theta = 0     velocity from beginning of transport interval (fully explicit method)
    // theta = 0.5   velocity from center of transport interval ( mimic Crank-Nicholson)
    // theta = 1.0   velocity from end of transport interval (partialy explicit scheme)
    const double theta=0.5;
    

    double velocity_interpolation_time;
    bool velocity_changed=true;


    water->zero_time_step();



    // following cycle is designed to support independent time stepping of
    // both processes. The question is which value of the water field use to compute a transport step.
    // Meaningful cases are
    //      1) beginning (fully explicit method)
    //      2) center ( mimic Crank-Nicholson)
    //      3) end of the interval (partialy explicit scheme)
    // However with current implementation of the explicit transport on have to assembly transport matrix for
    // every new value of the velocity field. So we have to keep same velocity field over some time interval t_dt
    // which is further split into shorter time intervals ts_dt dictated by the CFL condition.
    // One can consider t_dt as the transport time step and apply one of the previous three cases.
    //
    // The question is how to choose intervals t_dt. That should depend on variability of the velocity field in time.
    // Currently we simply use t_dt == w_dt.

    while (! (water->time().is_end() && transport_reaction->time().is_end() ) ) {

        transport_reaction->set_time_upper_constraint(water->time().estimate_dt());
        // in future here could be re-estimation of transport planed time according to
        // evolution of the velocity field. Consider the case w_dt << t_dt and velocity almost constant in time
        // which suddenly rise in time 3*w_dt. First we the planed transport time step t_dt could be quite big, but
        // in time 3*w_dt we can reconsider value of t_dt to better capture changing velocity.
        velocity_interpolation_time= theta * transport_reaction->planned_time() + (1-theta) * transport_reaction->solved_time();
        
        // printing water and transport times every step
        //xprintf(Msg,"HC_EXPL_SEQ: velocity_interpolation_time: %f, water_time: %f transport time: %f\n", 
        //        velocity_interpolation_time, water->time().t(), transport_reaction->time().t());
         
        // if transport is off, transport should return infinity solved and planned times so that
        // only water branch takes the place
        if (water->solved_time() < velocity_interpolation_time) {
            // solve water over the nearest transport interval
            water->update_solution();

            // here possibly save solution from water for interpolation in time

            //water->time().view("WATER");     //show water time governor
            
            //water->output_data();
            water->choose_next_time();

            velocity_changed = true;
        } else {
            // having information about velocity field we can perform transport step

            // here should be interpolation of the velocity at least if the interpolation time
            // is not close to the solved_time of the water module
            // for simplicity we use only last velocity field
            if (velocity_changed) {
                //DBGMSG("velocity update\n");
                transport_reaction->set_velocity_field( water->get_mh_dofhandler() );
                velocity_changed = false;
            }
            if (transport_reaction->time().tlevel() == 0) transport_reaction->zero_time_step();

            transport_reaction->update_solution();
            
            //transport_reaction->time().view("TRANSPORT");        //show transport time governor
            
            transport_reaction->output_data();
        }

    }
    xprintf(Msg, "End of simulation at time: %f\n", transport_reaction->solved_time());
}


HC_ExplicitSequential::~HC_ExplicitSequential() {
    delete water;
    delete transport_reaction;
    delete mesh;
}



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// vim: set cindent:
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