generalised_newtonian_refineable_navier_stokes_elements.h

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// Header file for refineable 2D quad Navier Stokes elements
 
#ifndef OOMPH_GENERALISED_NEWTONIAN_REFINEABLE_NAVIER_STOKES_ELEMENTS_HEADER
#define OOMPH_GENERALISED_NEWTONIAN_REFINEABLE_NAVIER_STOKES_ELEMENTS_HEADER
 
// Config header generated by autoconfig
#ifdef HAVE_CONFIG_H
#include <oomph-lib-config.h>
#endif
 
// Oomph-lib headers
#include "../generic/refineable_quad_element.h"
#include "../generic/refineable_brick_element.h"
#include "../generic/hp_refineable_elements.h"
#include "../generic/error_estimator.h"
#include "generalised_newtonian_navier_stokes_elements.h"
 
namespace oomph
{
 
 
  //======================================================================
  //======================================================================
  template<unsigned DIM>
  class RefineableGeneralisedNewtonianNavierStokesEquations
    : public virtual GeneralisedNewtonianNavierStokesEquations<DIM>,
      public virtual RefineableElement,
      public virtual ElementWithZ2ErrorEstimator
  {
  protected:
    virtual void unpin_elemental_pressure_dofs() = 0;
 
    virtual void pin_elemental_redundant_nodal_pressure_dofs() {}
 
  public:
    RefineableGeneralisedNewtonianNavierStokesEquations()
      : GeneralisedNewtonianNavierStokesEquations<DIM>(),
        RefineableElement(),
        ElementWithZ2ErrorEstimator()
    {
    }
 
 
    static void pin_redundant_nodal_pressures(
      const Vector<GeneralisedElement*>& element_pt)
    {
      // Loop over all elements and call the function that pins their
      // unused nodal pressure data
      unsigned n_element = element_pt.size();
      for (unsigned e = 0; e < n_element; e++)
      {
        dynamic_cast<RefineableGeneralisedNewtonianNavierStokesEquations<DIM>*>(
          element_pt[e])
          ->pin_elemental_redundant_nodal_pressure_dofs();
      }
    }
 
    static void unpin_all_pressure_dofs(
      const Vector<GeneralisedElement*>& element_pt)
    {
      // Loop over all elements
      unsigned n_element = element_pt.size();
      for (unsigned e = 0; e < n_element; e++)
      {
        dynamic_cast<RefineableGeneralisedNewtonianNavierStokesEquations<DIM>*>(
          element_pt[e])
          ->unpin_elemental_pressure_dofs();
      }
    }
 
    virtual Node* pressure_node_pt(const unsigned& n_p)
    {
      return NULL;
    }
 
    void get_pressure_and_velocity_mass_matrix_diagonal(
      Vector<double>& press_mass_diag,
      Vector<double>& veloc_mass_diag,
      const unsigned& which_one = 0);
 
 
    unsigned num_Z2_flux_terms()
    {
      // DIM diagonal strain rates, DIM(DIM -1) /2 off diagonal rates
      return DIM + (DIM * (DIM - 1)) / 2;
    }
 
    void get_Z2_flux(const Vector<double>& s, Vector<double>& flux)
    {
#ifdef PARANOID
      unsigned num_entries = DIM + (DIM * (DIM - 1)) / 2;
      if (flux.size() < num_entries)
      {
        std::ostringstream error_message;
        error_message << "The flux vector has the wrong number of entries, "
                      << flux.size() << ", whereas it should be at least "
                      << num_entries << std::endl;
        throw OomphLibError(error_message.str(),
                            OOMPH_CURRENT_FUNCTION,
                            OOMPH_EXCEPTION_LOCATION);
      }
#endif
 
      // Get strain rate matrix
      DenseMatrix<double> strainrate(DIM);
      this->strain_rate(s, strainrate);
 
      // Pack into flux Vector
      unsigned icount = 0;
 
      // Start with diagonal terms
      for (unsigned i = 0; i < DIM; i++)
      {
        flux[icount] = strainrate(i, i);
        icount++;
      }
 
      // Off diagonals row by row
      for (unsigned i = 0; i < DIM; i++)
      {
        for (unsigned j = i + 1; j < DIM; j++)
        {
          flux[icount] = strainrate(i, j);
          icount++;
        }
      }
    }
 
    void further_build()
    {
      // Find the father element
      RefineableGeneralisedNewtonianNavierStokesEquations<
        DIM>* cast_father_element_pt =
        dynamic_cast<RefineableGeneralisedNewtonianNavierStokesEquations<DIM>*>(
          this->father_element_pt());
 
      // Set the viscosity ratio pointer
      this->Viscosity_Ratio_pt = cast_father_element_pt->viscosity_ratio_pt();
      // Set the density ratio pointer
      this->Density_Ratio_pt = cast_father_element_pt->density_ratio_pt();
      // Set pointer to global Reynolds number
      this->Re_pt = cast_father_element_pt->re_pt();
      // Set pointer to global Reynolds number x Strouhal number (=Womersley)
      this->ReSt_pt = cast_father_element_pt->re_st_pt();
      // Set pointer to global Reynolds number x inverse Froude number
      this->ReInvFr_pt = cast_father_element_pt->re_invfr_pt();
      // Set pointer to global gravity Vector
      this->G_pt = cast_father_element_pt->g_pt();
 
      // Set pointer to body force function
      this->Body_force_fct_pt = cast_father_element_pt->body_force_fct_pt();
 
      // Set pointer to volumetric source function
      this->Source_fct_pt = cast_father_element_pt->source_fct_pt();
 
      // Set the ALE flag
      this->ALE_is_disabled = cast_father_element_pt->ALE_is_disabled;
    }
 
 
    void dinterpolated_u_nst_ddata(const Vector<double>& s,
                                   const unsigned& i,
                                   Vector<double>& du_ddata,
                                   Vector<unsigned>& global_eqn_number)
    {
      // Find number of nodes
      unsigned n_node = this->nnode();
      // Local shape function
      Shape psi(n_node);
      // Find values of shape function at the given local coordinate
      this->shape(s, psi);
 
      // Find the index at which the velocity component is stored
      const unsigned u_nodal_index = this->u_index_nst(i);
 
      // Storage for hang info pointer
      HangInfo* hang_info_pt = 0;
      // Storage for global equation
      int global_eqn = 0;
 
      // Find the number of dofs associated with interpolated u
      unsigned n_u_dof = 0;
      for (unsigned l = 0; l < n_node; l++)
      {
        unsigned n_master = 1;
 
        // Local bool (is the node hanging)
        bool is_node_hanging = this->node_pt(l)->is_hanging();
 
        // If the node is hanging, get the number of master nodes
        if (is_node_hanging)
        {
          hang_info_pt = this->node_pt(l)->hanging_pt();
          n_master = hang_info_pt->nmaster();
        }
        // Otherwise there is just one master node, the node itself
        else
        {
          n_master = 1;
        }
 
        // Loop over the master nodes
        for (unsigned m = 0; m < n_master; m++)
        {
          // Get the equation number
          if (is_node_hanging)
          {
            // Get the equation number from the master node
            global_eqn =
              hang_info_pt->master_node_pt(m)->eqn_number(u_nodal_index);
          }
          else
          {
            // Global equation number
            global_eqn = this->node_pt(l)->eqn_number(u_nodal_index);
          }
 
          // If it's positive add to the count
          if (global_eqn >= 0)
          {
            ++n_u_dof;
          }
        }
      }
 
      // Now resize the storage schemes
      du_ddata.resize(n_u_dof, 0.0);
      global_eqn_number.resize(n_u_dof, 0);
 
      // Loop over th nodes again and set the derivatives
      unsigned count = 0;
      // Loop over the local nodes and sum
      for (unsigned l = 0; l < n_node; l++)
      {
        unsigned n_master = 1;
        double hang_weight = 1.0;
 
        // Local bool (is the node hanging)
        bool is_node_hanging = this->node_pt(l)->is_hanging();
 
        // If the node is hanging, get the number of master nodes
        if (is_node_hanging)
        {
          hang_info_pt = this->node_pt(l)->hanging_pt();
          n_master = hang_info_pt->nmaster();
        }
        // Otherwise there is just one master node, the node itself
        else
        {
          n_master = 1;
        }
 
        // Loop over the master nodes
        for (unsigned m = 0; m < n_master; m++)
        {
          // If the node is hanging get weight from master node
          if (is_node_hanging)
          {
            // Get the hang weight from the master node
            hang_weight = hang_info_pt->master_weight(m);
          }
          else
          {
            // Node contributes with full weight
            hang_weight = 1.0;
          }
 
          // Get the equation number
          if (is_node_hanging)
          {
            // Get the equation number from the master node
            global_eqn =
              hang_info_pt->master_node_pt(m)->eqn_number(u_nodal_index);
          }
          else
          {
            // Local equation number
            global_eqn = this->node_pt(l)->eqn_number(u_nodal_index);
          }
 
          if (global_eqn >= 0)
          {
            // Set the global equation number
            global_eqn_number[count] = global_eqn;
            // Set the derivative with respect to the unknown
            du_ddata[count] = psi[l] * hang_weight;
            // Increase the counter
            ++count;
          }
        }
      }
    }
 
 
  protected:
    void fill_in_generic_residual_contribution_nst(
      Vector<double>& residuals,
      DenseMatrix<double>& jacobian,
      DenseMatrix<double>& mass_matrix,
      unsigned flag);
 
    virtual void get_dresidual_dnodal_coordinates(
      RankThreeTensor<double>& dresidual_dnodal_coordinates);
  };
 
 
  //======================================================================
  //======================================================================
  template<unsigned DIM>
  class RefineableGeneralisedNewtonianQTaylorHoodElement
    : public GeneralisedNewtonianQTaylorHoodElement<DIM>,
      public virtual RefineableGeneralisedNewtonianNavierStokesEquations<DIM>,
      public virtual RefineableQElement<DIM>
  {
  private:
    void unpin_elemental_pressure_dofs()
    {
      // find the index at which the pressure is stored
      int p_index = this->p_nodal_index_nst();
      unsigned n_node = this->nnode();
      // loop over nodes
      for (unsigned n = 0; n < n_node; n++)
      {
        this->node_pt(n)->unpin(p_index);
      }
    }
 
    void pin_elemental_redundant_nodal_pressure_dofs()
    {
      // Find the pressure index
      int p_index = this->p_nodal_index_nst();
      // Loop over all nodes
      unsigned n_node = this->nnode();
      // loop over all nodes and pin all  the nodal pressures
      for (unsigned n = 0; n < n_node; n++)
      {
        this->node_pt(n)->pin(p_index);
      }
 
      // Loop over all actual pressure nodes and unpin if they're not hanging
      unsigned n_pres = this->npres_nst();
      for (unsigned l = 0; l < n_pres; l++)
      {
        Node* nod_pt = this->pressure_node_pt(l);
        if (!nod_pt->is_hanging(p_index))
        {
          nod_pt->unpin(p_index);
        }
      }
    }
 
  public:
    RefineableGeneralisedNewtonianQTaylorHoodElement()
      : RefineableElement(),
        RefineableGeneralisedNewtonianNavierStokesEquations<DIM>(),
        RefineableQElement<DIM>(),
        GeneralisedNewtonianQTaylorHoodElement<DIM>()
    {
    }
 
    unsigned required_nvalue(const unsigned& n) const
    {
      return DIM + 1;
    }
 
    unsigned ncont_interpolated_values() const
    {
      return DIM + 1;
    }
 
    void rebuild_from_sons(Mesh*& mesh_pt) {}
 
    unsigned nrecovery_order()
    {
      return 2;
    }
 
    unsigned nvertex_node() const
    {
      return GeneralisedNewtonianQTaylorHoodElement<DIM>::nvertex_node();
    }
 
    Node* vertex_node_pt(const unsigned& j) const
    {
      return GeneralisedNewtonianQTaylorHoodElement<DIM>::vertex_node_pt(j);
    }
 
    void get_interpolated_values(const Vector<double>& s,
                                 Vector<double>& values)
    {
      // Set size of Vector: u,v,p and initialise to zero
      values.resize(DIM + 1, 0.0);
 
      // Calculate velocities: values[0],...
      for (unsigned i = 0; i < DIM; i++)
      {
        values[i] = this->interpolated_u_nst(s, i);
      }
 
      // Calculate pressure: values[DIM]
      values[DIM] = this->interpolated_p_nst(s);
    }
 
    void get_interpolated_values(const unsigned& t,
                                 const Vector<double>& s,
                                 Vector<double>& values)
    {
      // Set size of Vector: u,v,p
      values.resize(DIM + 1);
 
      // Initialise
      for (unsigned i = 0; i < DIM + 1; i++)
      {
        values[i] = 0.0;
      }
 
      // Find out how many nodes there are
      unsigned n_node = this->nnode();
 
      // Shape functions
      Shape psif(n_node);
      this->shape(s, psif);
 
      // Calculate velocities: values[0],...
      for (unsigned i = 0; i < DIM; i++)
      {
        // Get the index at which the i-th velocity is stored
        unsigned u_nodal_index = this->u_index_nst(i);
        for (unsigned l = 0; l < n_node; l++)
        {
          values[i] += this->nodal_value(t, l, u_nodal_index) * psif[l];
        }
      }
 
      // Calculate pressure: values[DIM]
      //(no history is carried in the pressure)
      values[DIM] = this->interpolated_p_nst(s);
    }
 
 
    void further_setup_hanging_nodes()
    {
      this->setup_hang_for_value(this->p_nodal_index_nst());
    }
 
    Node* pressure_node_pt(const unsigned& n_p)
    {
      return this->node_pt(this->Pconv[n_p]);
    }
 
    Node* interpolating_node_pt(const unsigned& n, const int& value_id)
 
    {
      // The only different nodes are the pressure nodes
      if (value_id == DIM)
      {
        return this->pressure_node_pt(n);
      }
      // The other variables are interpolated via the usual nodes
      else
      {
        return this->node_pt(n);
      }
    }
 
    double local_one_d_fraction_of_interpolating_node(const unsigned& n1d,
                                                      const unsigned& i,
                                                      const int& value_id)
    {
      if (value_id == DIM)
      {
        // The pressure nodes are just located on the boundaries at 0 or 1
        return double(n1d);
      }
      // Otherwise the velocity nodes are the same as the geometric ones
      else
      {
        return this->local_one_d_fraction_of_node(n1d, i);
      }
    }
 
    Node* get_interpolating_node_at_local_coordinate(const Vector<double>& s,
                                                     const int& value_id)
    {
      // If we are calculating pressure nodes
      if (value_id == DIM)
      {
        // Storage for the index of the pressure node
        unsigned total_index = 0;
        // The number of nodes along each 1d edge is 2.
        unsigned NNODE_1D = 2;
        // Storage for the index along each boundary
        Vector<int> index(DIM);
        // Loop over the coordinates
        for (unsigned i = 0; i < DIM; i++)
        {
          // If we are at the lower limit, the index is zero
          if (s[i] == -1.0)
          {
            index[i] = 0;
          }
          // If we are at the upper limit, the index is the number of nodes
          // minus 1
          else if (s[i] == 1.0)
          {
            index[i] = NNODE_1D - 1;
          }
          // Otherwise, we have to calculate the index in general
          else
          {
            // For uniformly spaced nodes the 0th node number would be
            double float_index = 0.5 * (1.0 + s[i]) * (NNODE_1D - 1);
            index[i] = int(float_index);
            // What is the excess. This should be safe because the
            // taking the integer part rounds down
            double excess = float_index - index[i];
            // If the excess is bigger than our tolerance there is no node,
            // return null
            if ((excess > FiniteElement::Node_location_tolerance) &&
                ((1.0 - excess) > FiniteElement::Node_location_tolerance))
            {
              return 0;
            }
          }
          total_index +=
            index[i] * static_cast<unsigned>(pow(static_cast<float>(NNODE_1D),
                                                 static_cast<int>(i)));
        }
        // If we've got here we have a node, so let's return a pointer to it
        return this->pressure_node_pt(total_index);
      }
      // Otherwise velocity nodes are the same as pressure nodes
      else
      {
        return this->get_node_at_local_coordinate(s);
      }
    }
 
 
    unsigned ninterpolating_node_1d(const int& value_id)
    {
      if (value_id == DIM)
      {
        return 2;
      }
      else
      {
        return this->nnode_1d();
      }
    }
 
    unsigned ninterpolating_node(const int& value_id)
    {
      if (value_id == DIM)
      {
        return static_cast<unsigned>(pow(2.0, static_cast<int>(DIM)));
      }
      else
      {
        return this->nnode();
      }
    }
 
    void interpolating_basis(const Vector<double>& s,
                             Shape& psi,
                             const int& value_id) const
    {
      if (value_id == DIM)
      {
        return this->pshape_nst(s, psi);
      }
      else
      {
        return this->shape(s, psi);
      }
    }
 
 
    void identify_load_data(
      std::set<std::pair<Data*, unsigned>>& paired_load_data)
    {
      // Get the nodal indices at which the velocities are stored
      unsigned u_index[DIM];
      for (unsigned i = 0; i < DIM; i++)
      {
        u_index[i] = this->u_index_nst(i);
      }
 
      // Loop over the nodes
      unsigned n_node = this->nnode();
      for (unsigned n = 0; n < n_node; n++)
      {
        // Pointer to current node
        Node* nod_pt = this->node_pt(n);
 
        // Check if it's hanging:
        if (nod_pt->is_hanging())
        {
          // It's hanging -- get number of master nodes
          unsigned nmaster = nod_pt->hanging_pt()->nmaster();
 
          // Loop over masters
          for (unsigned j = 0; j < nmaster; j++)
          {
            Node* master_nod_pt = nod_pt->hanging_pt()->master_node_pt(j);
 
            // Loop over the velocity components and add pointer to their data
            // and indices to the vectors
            for (unsigned i = 0; i < DIM; i++)
            {
              paired_load_data.insert(
                std::make_pair(master_nod_pt, u_index[i]));
            }
          }
        }
        // Not hanging
        else
        {
          // Loop over the velocity components and add pointer to their data
          // and indices to the vectors
          for (unsigned i = 0; i < DIM; i++)
          {
            paired_load_data.insert(
              std::make_pair(this->node_pt(n), u_index[i]));
          }
        }
      }
 
      // Get the nodal index at which the pressure is stored
      int p_index = this->p_nodal_index_nst();
 
      // Loop over the pressure data
      unsigned n_pres = this->npres_nst();
      for (unsigned l = 0; l < n_pres; l++)
      {
        // Get the pointer to the nodal pressure
        Node* pres_node_pt = this->pressure_node_pt(l);
        // Check if the pressure dof is hanging
        if (pres_node_pt->is_hanging(p_index))
        {
          // Get the pointer to the hang info object
          // (pressure is stored as p_index--th nodal dof).
          HangInfo* hang_info_pt = pres_node_pt->hanging_pt(p_index);
 
          // Get number of pressure master nodes (pressure is stored
          unsigned nmaster = hang_info_pt->nmaster();
 
          // Loop over pressure master nodes
          for (unsigned m = 0; m < nmaster; m++)
          {
            // The p_index-th entry in each nodal data is the pressure, which
            // affects the traction
            paired_load_data.insert(
              std::make_pair(hang_info_pt->master_node_pt(m), p_index));
          }
        }
        // It's not hanging
        else
        {
          // The p_index-th entry in each nodal data is the pressure, which
          // affects the traction
          paired_load_data.insert(std::make_pair(pres_node_pt, p_index));
        }
      }
    }
  };
 
 
  //=======================================================================
  //=======================================================================
  template<unsigned DIM>
  class FaceGeometry<RefineableGeneralisedNewtonianQTaylorHoodElement<DIM>>
    : public virtual FaceGeometry<GeneralisedNewtonianQTaylorHoodElement<DIM>>
  {
  public:
    FaceGeometry() : FaceGeometry<GeneralisedNewtonianQTaylorHoodElement<DIM>>()
    {
    }
  };
 
 
  //=======================================================================
  //=======================================================================
  template<unsigned DIM>
  class FaceGeometry<
    FaceGeometry<RefineableGeneralisedNewtonianQTaylorHoodElement<DIM>>>
    : public virtual FaceGeometry<
        FaceGeometry<GeneralisedNewtonianQTaylorHoodElement<DIM>>>
  {
  public:
    FaceGeometry()
      : FaceGeometry<
          FaceGeometry<GeneralisedNewtonianQTaylorHoodElement<DIM>>>()
    {
    }
  };
 
 
 
 
  //======================================================================
  //======================================================================
  template<unsigned DIM>
  class RefineableGeneralisedNewtonianQCrouzeixRaviartElement
    : public GeneralisedNewtonianQCrouzeixRaviartElement<DIM>,
      public virtual RefineableGeneralisedNewtonianNavierStokesEquations<DIM>,
      public virtual RefineableQElement<DIM>
  {
  private:
    void unpin_elemental_pressure_dofs()
    {
      unsigned n_pres = this->npres_nst();
      // loop over pressure dofs and unpin them
      for (unsigned l = 0; l < n_pres; l++)
      {
        this->internal_data_pt(this->P_nst_internal_index)->unpin(l);
      }
    }
 
  public:
    RefineableGeneralisedNewtonianQCrouzeixRaviartElement()
      : RefineableElement(),
        RefineableGeneralisedNewtonianNavierStokesEquations<DIM>(),
        RefineableQElement<DIM>(),
        GeneralisedNewtonianQCrouzeixRaviartElement<DIM>()
    {
    }
 
 
    RefineableGeneralisedNewtonianQCrouzeixRaviartElement(
      const RefineableGeneralisedNewtonianQCrouzeixRaviartElement<DIM>& dummy) =
      delete;
 
    // Commented out broken assignment operator because this can lead to a
    // conflict warning when used in the virtual inheritence hierarchy.
    // Essentially the compiler doesn't realise that two separate
    // implementations of the broken function are the same and so, quite
    // rightly, it shouts.
    /*void operator=(const
                   RefineableGeneralisedNewtonianQCrouzeixRaviartElement<DIM>&)
      = delete;*/
 
    unsigned ncont_interpolated_values() const
    {
      return DIM;
    }
 
    inline void rebuild_from_sons(Mesh*& mesh_pt);
 
    unsigned nrecovery_order()
    {
      return 2;
    }
 
    unsigned nvertex_node() const
    {
      return GeneralisedNewtonianQCrouzeixRaviartElement<DIM>::nvertex_node();
    }
 
    Node* vertex_node_pt(const unsigned& j) const
    {
      return GeneralisedNewtonianQCrouzeixRaviartElement<DIM>::vertex_node_pt(
        j);
    }
 
    void get_interpolated_values(const Vector<double>& s,
                                 Vector<double>& values)
    {
      // Set size of Vector: u,v,p and initialise to zero
      values.resize(DIM, 0.0);
 
      // Calculate velocities: values[0],...
      for (unsigned i = 0; i < DIM; i++)
      {
        values[i] = this->interpolated_u_nst(s, i);
      }
    }
 
    void get_interpolated_values(const unsigned& t,
                                 const Vector<double>& s,
                                 Vector<double>& values)
    {
      // Set size of Vector: u,v,p
      values.resize(DIM);
 
      // Initialise
      for (unsigned i = 0; i < DIM; i++)
      {
        values[i] = 0.0;
      }
 
      // Find out how many nodes there are
      unsigned n_node = this->nnode();
 
      // Shape functions
      Shape psif(n_node);
      this->shape(s, psif);
 
      // Calculate velocities: values[0],...
      for (unsigned i = 0; i < DIM; i++)
      {
        // Get the nodal index at which the i-th velocity component is stored
        unsigned u_nodal_index = this->u_index_nst(i);
        for (unsigned l = 0; l < n_node; l++)
        {
          values[i] += this->nodal_value(t, l, u_nodal_index) * psif[l];
        }
      }
    }
 
    void further_setup_hanging_nodes() {}
 
    inline void further_build();
 
 
    void identify_load_data(
      std::set<std::pair<Data*, unsigned>>& paired_load_data)
    {
      // Get the nodal indices at which the velocities are stored
      unsigned u_index[DIM];
      for (unsigned i = 0; i < DIM; i++)
      {
        u_index[i] = this->u_index_nst(i);
      }
 
      // Loop over the nodes
      unsigned n_node = this->nnode();
      for (unsigned n = 0; n < n_node; n++)
      {
        // Pointer to current node
        Node* nod_pt = this->node_pt(n);
 
        // Check if it's hanging:
        if (nod_pt->is_hanging())
        {
          // It's hanging -- get number of master nodes
          unsigned nmaster = nod_pt->hanging_pt()->nmaster();
 
          // Loop over masters
          for (unsigned j = 0; j < nmaster; j++)
          {
            Node* master_nod_pt = nod_pt->hanging_pt()->master_node_pt(j);
 
            // Loop over the velocity components and add pointer to their data
            // and indices to the vectors
            for (unsigned i = 0; i < DIM; i++)
            {
              paired_load_data.insert(
                std::make_pair(master_nod_pt, u_index[i]));
            }
          }
        }
        // Not hanging
        else
        {
          // Loop over the velocity components and add pointer to their data
          // and indices to the vectors
          for (unsigned i = 0; i < DIM; i++)
          {
            paired_load_data.insert(
              std::make_pair(this->node_pt(n), u_index[i]));
          }
        }
      }
 
 
      // Loop over the pressure data (can't be hanging!)
      unsigned n_pres = this->npres_nst();
      for (unsigned l = 0; l < n_pres; l++)
      {
        // The entries in the internal data at P_nst_internal_index
        // are the pressures, which affect the traction
        paired_load_data.insert(std::make_pair(
          this->internal_data_pt(this->P_nst_internal_index), l));
      }
    }
  };
 
 
  //======================================================================
  //======================================================================
  template<unsigned DIM>
  class PRefineableGeneralisedNewtonianQCrouzeixRaviartElement
    : public GeneralisedNewtonianQCrouzeixRaviartElement<DIM>,
      public virtual RefineableGeneralisedNewtonianNavierStokesEquations<DIM>,
      public virtual PRefineableQElement<DIM, 3>
  {
  private:
    void unpin_elemental_pressure_dofs()
    {
      unsigned n_pres = this->npres_nst();
      n_pres = this->internal_data_pt(this->P_nst_internal_index)->nvalue();
      // loop over pressure dofs and unpin them
      for (unsigned l = 0; l < n_pres; l++)
      {
        this->internal_data_pt(this->P_nst_internal_index)->unpin(l);
      }
    }
 
  public:
    PRefineableGeneralisedNewtonianQCrouzeixRaviartElement()
      : RefineableElement(),
        RefineableGeneralisedNewtonianNavierStokesEquations<DIM>(),
        PRefineableQElement<DIM, 3>(),
        GeneralisedNewtonianQCrouzeixRaviartElement<DIM>()
    {
      // Set the p-order
      this->p_order() = 3;
 
      // Set integration scheme
      // (To avoid memory leaks in pre-build and p-refine where new
      // integration schemes are created)
      this->set_integration_scheme(new GaussLobattoLegendre<DIM, 3>);
 
      // Resize pressure storage
      // (Constructor for QCrouzeixRaviartElement sets up DIM+1 pressure values)
      if (this->internal_data_pt(this->P_nst_internal_index)->nvalue() <=
          this->npres_nst())
      {
        this->internal_data_pt(this->P_nst_internal_index)
          ->resize(this->npres_nst());
      }
      else
      {
        Data* new_data_pt = new Data(this->npres_nst());
        delete this->internal_data_pt(this->P_nst_internal_index);
        this->internal_data_pt(this->P_nst_internal_index) = new_data_pt;
      }
    }
 
    ~PRefineableGeneralisedNewtonianQCrouzeixRaviartElement()
    {
      delete this->integral_pt();
    }
 
 
    PRefineableGeneralisedNewtonianQCrouzeixRaviartElement(
      const PRefineableGeneralisedNewtonianQCrouzeixRaviartElement<DIM>&
        dummy) = delete;
 
    /*void operator=(const
                   PRefineableGeneralisedNewtonianQCrouzeixRaviartElement<DIM>&)
      = delete;*/
 
    double p_nst(const unsigned& i) const
    {
      return this->internal_data_pt(this->P_nst_internal_index)->value(i);
    }
 
    double p_nst(const unsigned& t, const unsigned& i) const
    {
      return this->internal_data_pt(this->P_nst_internal_index)->value(t, i);
    }
 
    unsigned npres_nst() const
    {
      return (this->p_order() - 2) * (this->p_order() - 2);
    }
 
    void fix_pressure(const unsigned& p_dof, const double& p_value)
    {
      this->internal_data_pt(this->P_nst_internal_index)->pin(p_dof);
      this->internal_data_pt(this->P_nst_internal_index)
        ->set_value(p_dof, p_value);
    }
 
    unsigned required_nvalue(const unsigned& n) const
    {
      return DIM;
    }
 
    unsigned ncont_interpolated_values() const
    {
      return DIM;
    }
 
    void rebuild_from_sons(Mesh*& mesh_pt)
    {
      // Do p-refineable version
      PRefineableQElement<DIM, 3>::rebuild_from_sons(mesh_pt);
      // Do Crouzeix-Raviart version
      // Need to reconstruct pressure manually!
      for (unsigned p = 0; p < npres_nst(); p++)
      {
        // BENFLAG: Set to zero for now -- don't do projection problem yet
        this->internal_data_pt(this->P_nst_internal_index)->set_value(p, 0.0);
      }
    }
 
    // unsigned nrecovery_order()
    // {
    //  if(this->nnode_1d() < 4) {return (this->nnode_1d()-1);}
    //  else {return 3;}
    // }
    unsigned nrecovery_order()
    {
      return 3;
    }
 
    unsigned nvertex_node() const
    {
      return GeneralisedNewtonianQCrouzeixRaviartElement<DIM>::nvertex_node();
    }
 
    Node* vertex_node_pt(const unsigned& j) const
    {
      return GeneralisedNewtonianQCrouzeixRaviartElement<DIM>::vertex_node_pt(
        j);
    }
 
    inline double dshape_and_dtest_eulerian_nst(const Vector<double>& s,
                                                Shape& psi,
                                                DShape& dpsidx,
                                                Shape& test,
                                                DShape& dtestdx) const;
 
    inline double dshape_and_dtest_eulerian_at_knot_nst(const unsigned& ipt,
                                                        Shape& psi,
                                                        DShape& dpsidx,
                                                        Shape& test,
                                                        DShape& dtestdx) const;
 
    inline void pshape_nst(const Vector<double>& s, Shape& psi) const;
 
    inline void pshape_nst(const Vector<double>& s,
                           Shape& psi,
                           Shape& test) const;
 
    void get_interpolated_values(const Vector<double>& s,
                                 Vector<double>& values)
    {
      // Set size of Vector: u,v,p and initialise to zero
      values.resize(DIM, 0.0);
 
      // Calculate velocities: values[0],...
      for (unsigned i = 0; i < DIM; i++)
      {
        values[i] = this->interpolated_u_nst(s, i);
      }
    }
 
    void get_interpolated_values(const unsigned& t,
                                 const Vector<double>& s,
                                 Vector<double>& values)
    {
      // Set size of Vector: u,v,p
      values.resize(DIM);
 
      // Initialise
      for (unsigned i = 0; i < DIM; i++)
      {
        values[i] = 0.0;
      }
 
      // Find out how many nodes there are
      unsigned n_node = this->nnode();
 
      // Shape functions
      Shape psif(n_node);
      this->shape(s, psif);
 
      // Calculate velocities: values[0],...
      for (unsigned i = 0; i < DIM; i++)
      {
        // Get the nodal index at which the i-th velocity component is stored
        unsigned u_nodal_index = this->u_index_nst(i);
        for (unsigned l = 0; l < n_node; l++)
        {
          values[i] += this->nodal_value(t, l, u_nodal_index) * psif[l];
        }
      }
    }
 
    void further_setup_hanging_nodes() {}
 
    void further_build();
  };
 
 
  //=======================================================================
  //=======================================================================
  template<unsigned DIM>
  class FaceGeometry<RefineableGeneralisedNewtonianQCrouzeixRaviartElement<DIM>>
    : public virtual FaceGeometry<
        GeneralisedNewtonianQCrouzeixRaviartElement<DIM>>
  {
  public:
    FaceGeometry()
      : FaceGeometry<GeneralisedNewtonianQCrouzeixRaviartElement<DIM>>()
    {
    }
  };
 
  //======================================================================
  //=======================================================================
  template<unsigned DIM>
  class FaceGeometry<
    FaceGeometry<RefineableGeneralisedNewtonianQCrouzeixRaviartElement<DIM>>>
    : public virtual FaceGeometry<
        FaceGeometry<GeneralisedNewtonianQCrouzeixRaviartElement<DIM>>>
  {
  public:
    FaceGeometry()
      : FaceGeometry<
          FaceGeometry<GeneralisedNewtonianQCrouzeixRaviartElement<DIM>>>()
    {
    }
  };
 
 
  // Inline functions
 
  //=====================================================================
  //=====================================================================
  template<>
  inline void RefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    2>::rebuild_from_sons(Mesh*& mesh_pt)
  {
    using namespace QuadTreeNames;
 
    // Central pressure value:
    //-----------------------
 
    // Use average of the sons central pressure values
    // Other options: Take average of the four (discontinuous)
    // pressure values at the father's midpoint]
 
    double av_press = 0.0;
 
    // Loop over the sons
    for (unsigned ison = 0; ison < 4; ison++)
    {
      // Add the sons midnode pressure
      // Note that we can assume that the pressure is stored at the same
      // location because these are EXACTLY the same type of elements
      av_press += quadtree_pt()
                    ->son_pt(ison)
                    ->object_pt()
                    ->internal_data_pt(this->P_nst_internal_index)
                    ->value(0);
    }
 
    // Use the average
    internal_data_pt(this->P_nst_internal_index)->set_value(0, 0.25 * av_press);
 
 
    // Slope in s_0 direction
    //----------------------
 
    // Use average of the 2 FD approximations based on the
    // elements central pressure values
    // [Other options: Take average of the four
    // pressure derivatives]
 
    double slope1 = quadtree_pt()
                      ->son_pt(SE)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0) -
                    quadtree_pt()
                      ->son_pt(SW)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0);
 
    double slope2 = quadtree_pt()
                      ->son_pt(NE)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0) -
                    quadtree_pt()
                      ->son_pt(NW)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0);
 
 
    // Use the average
    internal_data_pt(this->P_nst_internal_index)
      ->set_value(1, 0.5 * (slope1 + slope2));
 
 
    // Slope in s_1 direction
    //----------------------
 
    // Use average of the 2 FD approximations based on the
    // elements central pressure values
    // [Other options: Take average of the four
    // pressure derivatives]
 
    slope1 = quadtree_pt()
               ->son_pt(NE)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0) -
             quadtree_pt()
               ->son_pt(SE)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0);
 
    slope2 = quadtree_pt()
               ->son_pt(NW)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0) -
             quadtree_pt()
               ->son_pt(SW)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0);
 
 
    // Use the average
    internal_data_pt(this->P_nst_internal_index)
      ->set_value(2, 0.5 * (slope1 + slope2));
  }
 
 
  //=================================================================
  //=================================================================
  template<>
  inline void RefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    3>::rebuild_from_sons(Mesh*& mesh_pt)
  {
    using namespace OcTreeNames;
 
    // Central pressure value:
    //-----------------------
 
    // Use average of the sons central pressure values
    // Other options: Take average of the four (discontinuous)
    // pressure values at the father's midpoint]
 
    double av_press = 0.0;
 
    // Loop over the sons
    for (unsigned ison = 0; ison < 8; ison++)
    {
      // Add the sons midnode pressure
      av_press += octree_pt()
                    ->son_pt(ison)
                    ->object_pt()
                    ->internal_data_pt(this->P_nst_internal_index)
                    ->value(0);
    }
 
    // Use the average
    internal_data_pt(this->P_nst_internal_index)
      ->set_value(0, 0.125 * av_press);
 
 
    // Slope in s_0 direction
    //----------------------
 
    // Use average of the 4 FD approximations based on the
    // elements central pressure values
    // [Other options: Take average of the four
    // pressure derivatives]
 
    double slope1 = octree_pt()
                      ->son_pt(RDF)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0) -
                    octree_pt()
                      ->son_pt(LDF)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0);
 
    double slope2 = octree_pt()
                      ->son_pt(RUF)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0) -
                    octree_pt()
                      ->son_pt(LUF)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0);
 
    double slope3 = octree_pt()
                      ->son_pt(RDB)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0) -
                    octree_pt()
                      ->son_pt(LDB)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0);
 
    double slope4 = octree_pt()
                      ->son_pt(RUB)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0) -
                    octree_pt()
                      ->son_pt(LUB)
                      ->object_pt()
                      ->internal_data_pt(this->P_nst_internal_index)
                      ->value(0);
 
 
    // Use the average
    internal_data_pt(this->P_nst_internal_index)
      ->set_value(1, 0.25 * (slope1 + slope2 + slope3 + slope4));
 
 
    // Slope in s_1 direction
    //----------------------
 
    // Use average of the 4 FD approximations based on the
    // elements central pressure values
    // [Other options: Take average of the four
    // pressure derivatives]
 
    slope1 = octree_pt()
               ->son_pt(LUB)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0) -
             octree_pt()
               ->son_pt(LDB)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0);
 
    slope2 = octree_pt()
               ->son_pt(RUB)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0) -
             octree_pt()
               ->son_pt(RDB)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0);
 
    slope3 = octree_pt()
               ->son_pt(LUF)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0) -
             octree_pt()
               ->son_pt(LDF)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0);
 
    slope4 = octree_pt()
               ->son_pt(RUF)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0) -
             octree_pt()
               ->son_pt(RDF)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0);
 
 
    // Use the average
    internal_data_pt(this->P_nst_internal_index)
      ->set_value(2, 0.25 * (slope1 + slope2 + slope3 + slope4));
 
 
    // Slope in s_2 direction
    //----------------------
 
    // Use average of the 4 FD approximations based on the
    // elements central pressure values
    // [Other options: Take average of the four
    // pressure derivatives]
 
    slope1 = octree_pt()
               ->son_pt(LUF)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0) -
             octree_pt()
               ->son_pt(LUB)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0);
 
    slope2 = octree_pt()
               ->son_pt(RUF)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0) -
             octree_pt()
               ->son_pt(RUB)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0);
 
    slope3 = octree_pt()
               ->son_pt(LDF)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0) -
             octree_pt()
               ->son_pt(LDB)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0);
 
    slope4 = octree_pt()
               ->son_pt(RDF)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0) -
             octree_pt()
               ->son_pt(RDB)
               ->object_pt()
               ->internal_data_pt(this->P_nst_internal_index)
               ->value(0);
 
    // Use the average
    internal_data_pt(this->P_nst_internal_index)
      ->set_value(3, 0.25 * (slope1 + slope2 + slope3 + slope4));
  }
 
 
  //======================================================================
  //======================================================================
  template<>
  inline void RefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    2>::further_build()
  {
    // Call the generic further build
    RefineableGeneralisedNewtonianNavierStokesEquations<2>::further_build();
 
    using namespace QuadTreeNames;
 
    // What type of son am I? Ask my quadtree representation...
    int son_type = quadtree_pt()->son_type();
 
    // Pointer to my father (in element impersonation)
    RefineableElement* father_el_pt = quadtree_pt()->father_pt()->object_pt();
 
    Vector<double> s_father(2);
 
    // Son midpoint is located at the following coordinates in father element:
 
    // South west son
    if (son_type == SW)
    {
      s_father[0] = -0.5;
      s_father[1] = -0.5;
    }
    // South east son
    else if (son_type == SE)
    {
      s_father[0] = 0.5;
      s_father[1] = -0.5;
    }
    // North east son
    else if (son_type == NE)
    {
      s_father[0] = 0.5;
      s_father[1] = 0.5;
    }
 
    // North west son
    else if (son_type == NW)
    {
      s_father[0] = -0.5;
      s_father[1] = 0.5;
    }
 
    // Pressure value in father element
    RefineableGeneralisedNewtonianQCrouzeixRaviartElement<2>*
      cast_father_element_pt =
        dynamic_cast<RefineableGeneralisedNewtonianQCrouzeixRaviartElement<2>*>(
          father_el_pt);
 
    double press = cast_father_element_pt->interpolated_p_nst(s_father);
 
    // Pressure value gets copied straight into internal dof:
    internal_data_pt(this->P_nst_internal_index)->set_value(0, press);
 
    // The slopes get copied from father
    for (unsigned i = 1; i < 3; i++)
    {
      double half_father_slope =
        0.5 *
        cast_father_element_pt->internal_data_pt(this->P_nst_internal_index)
          ->value(i);
      // Set the value in the son
      internal_data_pt(this->P_nst_internal_index)
        ->set_value(i, half_father_slope);
    }
  }
 
 
  //=======================================================================
  //=======================================================================
  template<>
  inline void RefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    3>::further_build()
  {
    RefineableGeneralisedNewtonianNavierStokesEquations<3>::further_build();
 
    using namespace OcTreeNames;
 
    // What type of son am I? Ask my octree representation...
    int son_type = octree_pt()->son_type();
 
    // Pointer to my father (in element impersonation)
    RefineableQElement<3>* father_el_pt = dynamic_cast<RefineableQElement<3>*>(
      octree_pt()->father_pt()->object_pt());
 
    Vector<double> s_father(3);
 
    // Son midpoint is located at the following coordinates in father element:
    for (unsigned i = 0; i < 3; i++)
    {
      s_father[i] = 0.5 * OcTree::Direction_to_vector[son_type][i];
    }
 
    // Pressure value in father element
    RefineableGeneralisedNewtonianQCrouzeixRaviartElement<3>*
      cast_father_element_pt =
        dynamic_cast<RefineableGeneralisedNewtonianQCrouzeixRaviartElement<3>*>(
          father_el_pt);
 
    double press = cast_father_element_pt->interpolated_p_nst(s_father);
 
    // Pressure value gets copied straight into internal dof:
    internal_data_pt(this->P_nst_internal_index)->set_value(0, press);
 
    // The slopes get copied from father
    for (unsigned i = 1; i < 4; i++)
    {
      double half_father_slope =
        0.5 *
        cast_father_element_pt->internal_data_pt(this->P_nst_internal_index)
          ->value(i);
      // Set the value
      internal_data_pt(this->P_nst_internal_index)
        ->set_value(i, half_father_slope);
    }
  }
 
  //=======================================================================
  //=======================================================================
  template<>
  inline double PRefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    2>::dshape_and_dtest_eulerian_nst(const Vector<double>& s,
                                      Shape& psi,
                                      DShape& dpsidx,
                                      Shape& test,
                                      DShape& dtestdx) const
  {
    // Call the geometrical shape functions and derivatives
    double J = this->dshape_eulerian(s, psi, dpsidx);
 
    // Loop over the test functions and derivatives and set them equal to the
    // shape functions
    for (unsigned i = 0; i < nnode_1d() * nnode_1d(); i++)
    {
      test[i] = psi[i];
      dtestdx(i, 0) = dpsidx(i, 0);
      dtestdx(i, 1) = dpsidx(i, 1);
    }
 
    // Return the jacobian
    return J;
  }
 
  //=======================================================================
  //=======================================================================
  template<>
  inline double PRefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    2>::dshape_and_dtest_eulerian_at_knot_nst(const unsigned& ipt,
                                              Shape& psi,
                                              DShape& dpsidx,
                                              Shape& test,
                                              DShape& dtestdx) const
  {
    // Call the geometrical shape functions and derivatives
    double J = this->dshape_eulerian_at_knot(ipt, psi, dpsidx);
 
    // Loop over the test functions and derivatives and set them equal to the
    // shape functions
    for (unsigned i = 0; i < nnode_1d() * nnode_1d(); i++)
    {
      test[i] = psi[i];
      dtestdx(i, 0) = dpsidx(i, 0);
      dtestdx(i, 1) = dpsidx(i, 1);
    }
 
    // Return the jacobian
    return J;
  }
 
  //=======================================================================
  //=======================================================================
  template<>
  inline double PRefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    3>::dshape_and_dtest_eulerian_nst(const Vector<double>& s,
                                      Shape& psi,
                                      DShape& dpsidx,
                                      Shape& test,
                                      DShape& dtestdx) const
  {
    // Call the geometrical shape functions and derivatives
    double J = this->dshape_eulerian(s, psi, dpsidx);
 
    // Loop over the test functions and derivatives and set them equal to the
    // shape functions
    for (unsigned i = 0; i < nnode_1d() * nnode_1d() * nnode_1d(); i++)
    {
      test[i] = psi[i];
      dtestdx(i, 0) = dpsidx(i, 0);
      dtestdx(i, 1) = dpsidx(i, 1);
      dtestdx(i, 2) = dpsidx(i, 2);
    }
 
    // Return the jacobian
    return J;
  }
 
  //=======================================================================
  //=======================================================================
  template<>
  inline double PRefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    3>::dshape_and_dtest_eulerian_at_knot_nst(const unsigned& ipt,
                                              Shape& psi,
                                              DShape& dpsidx,
                                              Shape& test,
                                              DShape& dtestdx) const
  {
    // Call the geometrical shape functions and derivatives
    double J = this->dshape_eulerian_at_knot(ipt, psi, dpsidx);
 
    // Loop over the test functions and derivatives and set them equal to the
    // shape functions
    for (unsigned i = 0; i < nnode_1d() * nnode_1d() * nnode_1d(); i++)
    {
      test[i] = psi[i];
      dtestdx(i, 0) = dpsidx(i, 0);
      dtestdx(i, 1) = dpsidx(i, 1);
      dtestdx(i, 2) = dpsidx(i, 2);
    }
 
    // Return the jacobian
    return J;
  }
 
  //=======================================================================
  //=======================================================================
  template<>
  inline void PRefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    2>::pshape_nst(const Vector<double>& s, Shape& psi) const
  {
    unsigned npres = this->npres_nst();
    if (npres == 1)
    {
      psi[0] = 1.0;
    }
    else
    {
      // Get number of pressure modes
      unsigned npres_1d = (int)std::sqrt((double)npres);
 
      // Local storage
      // Call the one-dimensional modal shape functions
      OneDimensionalModalShape psi1(npres_1d, s[0]);
      OneDimensionalModalShape psi2(npres_1d, s[1]);
 
      // Now let's loop over the nodal points in the element
      // s1 is the "x" coordinate, s2 the "y"
      for (unsigned i = 0; i < npres_1d; i++)
      {
        for (unsigned j = 0; j < npres_1d; j++)
        {
          // Multiply the two 1D functions together to get the 2D function
          psi[i * npres_1d + j] = psi2[i] * psi1[j];
        }
      }
    }
  }
 
  template<>
  inline void PRefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    2>::pshape_nst(const Vector<double>& s, Shape& psi, Shape& test) const
  {
    // Call the pressure shape functions
    pshape_nst(s, psi);
 
    // Loop over the test functions and set them equal to the shape functions
    if (this->npres_nst() == 1)
    {
      test[0] = psi[0];
    }
    else
    {
      for (unsigned i = 0; i < this->npres_nst(); i++) test[i] = psi[i];
    }
  }
 
  //=======================================================================
  //=======================================================================
  template<>
  inline void PRefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    3>::pshape_nst(const Vector<double>& s, Shape& psi) const
  {
    unsigned npres = this->npres_nst();
    if (npres == 1)
    {
      psi[0] = 1.0;
    }
    else
    {
      // Get number of pressure modes
      unsigned npres_1d = (int)std::sqrt((double)npres);
 
      // Local storage
      // Call the one-dimensional modal shape functions
      OneDimensionalModalShape psi1(npres_1d, s[0]);
      OneDimensionalModalShape psi2(npres_1d, s[1]);
      OneDimensionalModalShape psi3(npres_1d, s[2]);
 
      // Now let's loop over the nodal points in the element
      // s1 is the "x" coordinate, s2 the "y"
      for (unsigned i = 0; i < npres_1d; i++)
      {
        for (unsigned j = 0; j < npres_1d; j++)
        {
          for (unsigned k = 0; k < npres_1d; k++)
          {
            // Multiply the two 1D functions together to get the 2D function
            psi[i * npres_1d * npres_1d + j * npres_1d + k] =
              psi3[i] * psi2[j] * psi1[k];
          }
        }
      }
    }
  }
 
  template<>
  inline void PRefineableGeneralisedNewtonianQCrouzeixRaviartElement<
    3>::pshape_nst(const Vector<double>& s, Shape& psi, Shape& test) const
  {
    // Call the pressure shape functions
    pshape_nst(s, psi);
 
    // Loop over the test functions and set them equal to the shape functions
    if (this->npres_nst() == 1)
    {
      test[0] = psi[0];
    }
    else
    {
      for (unsigned i = 0; i < this->npres_nst(); i++) test[i] = psi[i];
    }
  }
 
} // namespace oomph
 
#endif