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#ifndef OTI_FEM_ENUMS_H
#define OTI_FEM_ENUMS_H

// ----------------------------------------------------------------------------------------------------
// -----------------------------------------      ENUMS        ----------------------------------------
// ----------------------------------------------------------------------------------------------------


// Enumerators to assign a code to FEM constants
enum operEnum {
  // Define operations identifiers.
  opAdd         =   1 ,
  opSub         =   2 ,
  opMul         =   3 ,
  opTruediv     =   4 ,
  opPowr        =   5 ,
  opInt0d       =   60,
  opInt1d       =   6 ,
  opInt2d       =   7 ,
  opInt3d       =   8 ,
  opDx          =   9 ,
  opDy          =   10,
  opDz          =   11,
  opDxx         =   12,
  opDxy         =   13,
  opDyy         =   14,
  opDxz         =   15,
  opDyz         =   16,
  opDzz         =   17,
  opDef         =   18,
  opDefData     =   61,
  opOn          =   19,
  opNeg         =   20,
  opDxi         =   21,
  opDeta        =   22,
  opDzeta       =   23,
  opDxixi       =   24,
  opDxieta      =   25,
  opDetaeta     =   26,
  opDxizeta     =   27,
  opDetazeta    =   28,
  opDzetazeta   =   29,


  subOpDefBasis =   50,
  subOpDefKnown =   51,
  subOpInt      =   52,
  subOpNeg      =   53,
  subOpMulRes   =   54,
  subOpMulKnown =   55,
  subOpOn       =   56,
  subOpIntBound =   57,

  // Basis type for this case.
  basisN        =  101,
  basisNx       =  102,
  basisNy       =  103,
  basisNz       =  104,
  basisNxx      =  105,
  basisNxy      =  106,
  basisNyy      =  107,
  basisNxz      =  108,
  basisNyz      =  109,
  basisNzz      =  110,

  // Kind of data
  kindOtiArr    =  200,
  kindOtiNum    =  201,
  kindReal      =  202,
  kindScalar    =  203,
  kindFunc      =  204,

  // Determine the type of FE variable, if Constant or Variable.
  feConstant    =  301,
  feVariable    =  302,

  // Element geometric types
  elNode        =  400,
  elLine        =  401,
  elTriangle    =  402,
  elQuadrangle  =  403,
  elTetrahedra  =  404,
  elHexahedra   =  405,
  elWedge       =  406,

  // Element Geometric type with Lobatto integration points.
  elLineL        =  411,
  elQuadrangleL  =  413,
  elHexahedraL   =  415,

  // Element kind : Iso-parametric or Affine
  elkindIso     =  501,
  elkindAff     =  502,

  // Derivative types.
  derN          =  601,
  derNa         =  602,
  derNb         =  603,
  derNc         =  604,
  derNaa        =  605,
  derNab        =  606,
  derNbb        =  607,
  derNac        =  608,
  derNbc        =  609,
  derNcc        =  610,

  // Nature of Finite Element Function
  feNatTest     =  701,
  feNatUndef    =  702,
  feNatDef      =  703,
  feNatDefConst =  704,
  feNatOperRes  =  705,
  feNatPostIntK =  706,
  feNatPostIntF =  707,
  feNatBoundary =  708,
  feUndefined   =  709
};


// ----------------------------------------------------------------------------------------------------
// ----------------------------------------    END ENUMS      -----------------------------------------
// ----------------------------------------------------------------------------------------------------


#endif