1 | MODULE prognostic_equations_mod |
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2 | |
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3 | !------------------------------------------------------------------------------! |
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4 | ! Current revisions: |
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5 | ! ----------------- |
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6 | ! Calls of the advection routines with WS5 added. |
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7 | ! Calls of ws_statistics added to set the statistical arrays to zero after each |
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8 | ! time step. |
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9 | ! |
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10 | ! Former revisions: |
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11 | ! ----------------- |
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12 | ! $Id: prognostic_equations.f90 667 2010-12-23 12:06:00Z suehring $ |
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13 | ! |
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14 | ! 531 2010-04-21 06:47:21Z heinze |
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15 | ! add call of subsidence in the equation for humidity / passive scalar |
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16 | ! |
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17 | ! 411 2009-12-11 14:15:58Z heinze |
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18 | ! add call of subsidence in the equation for potential temperature |
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19 | ! |
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20 | ! 388 2009-09-23 09:40:33Z raasch |
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21 | ! prho is used instead of rho in diffusion_e, |
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22 | ! external pressure gradient |
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23 | ! |
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24 | ! 153 2008-03-19 09:41:30Z steinfeld |
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25 | ! add call of plant_canopy_model in the prognostic equation for |
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26 | ! the potential temperature and for the passive scalar |
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27 | ! |
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28 | ! 138 2007-11-28 10:03:58Z letzel |
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29 | ! add call of subroutines that evaluate the canopy drag terms, |
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30 | ! add wall_*flux to parameter list of calls of diffusion_s |
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31 | ! |
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32 | ! 106 2007-08-16 14:30:26Z raasch |
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33 | ! +uswst, vswst as arguments in calls of diffusion_u|v, |
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34 | ! loops for u and v are starting from index nxlu, nysv, respectively (needed |
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35 | ! for non-cyclic boundary conditions) |
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36 | ! |
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37 | ! 97 2007-06-21 08:23:15Z raasch |
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38 | ! prognostic equation for salinity, density is calculated from equation of |
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39 | ! state for seawater and is used for calculation of buoyancy, |
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40 | ! +eqn_state_seawater_mod |
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41 | ! diffusion_e is called with argument rho in case of ocean runs, |
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42 | ! new argument zw in calls of diffusion_e, new argument pt_/prho_reference |
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43 | ! in calls of buoyancy and diffusion_e, calc_mean_pt_profile renamed |
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44 | ! calc_mean_profile |
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45 | ! |
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46 | ! 75 2007-03-22 09:54:05Z raasch |
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47 | ! checking for negative q and limiting for positive values, |
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48 | ! z0 removed from arguments in calls of diffusion_u/v/w, uxrp, vynp eliminated, |
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49 | ! subroutine names changed to .._noopt, .._cache, and .._vector, |
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50 | ! moisture renamed humidity, Bott-Chlond-scheme can be used in the |
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51 | ! _vector-version |
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52 | ! |
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53 | ! 19 2007-02-23 04:53:48Z raasch |
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54 | ! Calculation of e, q, and pt extended for gridpoint nzt, |
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55 | ! handling of given temperature/humidity/scalar fluxes at top surface |
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56 | ! |
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57 | ! RCS Log replace by Id keyword, revision history cleaned up |
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58 | ! |
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59 | ! Revision 1.21 2006/08/04 15:01:07 raasch |
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60 | ! upstream scheme can be forced to be used for tke (use_upstream_for_tke) |
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61 | ! regardless of the timestep scheme used for the other quantities, |
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62 | ! new argument diss in call of diffusion_e |
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63 | ! |
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64 | ! Revision 1.1 2000/04/13 14:56:27 schroeter |
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65 | ! Initial revision |
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66 | ! |
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67 | ! |
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68 | ! Description: |
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69 | ! ------------ |
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70 | ! Solving the prognostic equations. |
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71 | !------------------------------------------------------------------------------! |
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72 | |
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73 | USE arrays_3d |
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74 | USE control_parameters |
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75 | USE cpulog |
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76 | USE eqn_state_seawater_mod |
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77 | USE grid_variables |
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78 | USE indices |
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79 | USE interfaces |
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80 | USE pegrid |
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81 | USE pointer_interfaces |
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82 | USE statistics |
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83 | USE advec_ws |
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84 | USE advec_s_pw_mod |
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85 | USE advec_s_up_mod |
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86 | USE advec_u_pw_mod |
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87 | USE advec_u_up_mod |
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88 | USE advec_v_pw_mod |
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89 | USE advec_v_up_mod |
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90 | USE advec_w_pw_mod |
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91 | USE advec_w_up_mod |
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92 | USE buoyancy_mod |
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93 | USE calc_precipitation_mod |
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94 | USE calc_radiation_mod |
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95 | USE coriolis_mod |
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96 | USE diffusion_e_mod |
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97 | USE diffusion_s_mod |
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98 | USE diffusion_u_mod |
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99 | USE diffusion_v_mod |
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100 | USE diffusion_w_mod |
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101 | USE impact_of_latent_heat_mod |
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102 | USE plant_canopy_model_mod |
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103 | USE production_e_mod |
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104 | USE subsidence_mod |
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105 | USE user_actions_mod |
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106 | |
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107 | |
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108 | PRIVATE |
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109 | PUBLIC prognostic_equations_noopt, prognostic_equations_cache, & |
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110 | prognostic_equations_vector |
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111 | |
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112 | INTERFACE prognostic_equations_noopt |
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113 | MODULE PROCEDURE prognostic_equations_noopt |
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114 | END INTERFACE prognostic_equations_noopt |
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115 | |
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116 | INTERFACE prognostic_equations_cache |
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117 | MODULE PROCEDURE prognostic_equations_cache |
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118 | END INTERFACE prognostic_equations_cache |
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119 | |
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120 | INTERFACE prognostic_equations_vector |
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121 | MODULE PROCEDURE prognostic_equations_vector |
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122 | END INTERFACE prognostic_equations_vector |
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123 | |
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124 | |
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125 | CONTAINS |
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126 | |
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127 | |
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128 | SUBROUTINE prognostic_equations_noopt |
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129 | |
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130 | !------------------------------------------------------------------------------! |
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131 | ! Version with single loop optimization |
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132 | ! |
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133 | ! (Optimized over each single prognostic equation.) |
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134 | !------------------------------------------------------------------------------! |
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135 | |
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136 | IMPLICIT NONE |
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137 | |
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138 | CHARACTER (LEN=9) :: time_to_string |
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139 | INTEGER :: i, j, k |
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140 | REAL :: sat, sbt |
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141 | |
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142 | ! |
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143 | !-- Calculate those variables needed in the tendency terms which need |
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144 | !-- global communication |
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145 | CALL calc_mean_profile( pt, 4 ) |
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146 | IF ( ocean ) CALL calc_mean_profile( rho, 64 ) |
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147 | IF ( humidity ) CALL calc_mean_profile( vpt, 44 ) |
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148 | IF ( ( ws_scheme_mom .OR. ws_scheme_sca ) .AND. & |
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149 | intermediate_timestep_count == 1 ) CALL ws_statistics |
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150 | |
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151 | ! |
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152 | !-- u-velocity component |
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153 | CALL cpu_log( log_point(5), 'u-equation', 'start' ) |
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154 | |
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155 | ! |
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156 | !-- u-tendency terms with communication |
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157 | IF ( momentum_advec == 'ups-scheme' ) THEN |
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158 | tend = 0.0 |
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159 | CALL advec_u_ups |
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160 | ENDIF |
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161 | |
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162 | ! |
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163 | !-- u-tendency terms with no communication |
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164 | DO i = nxlu, nxr |
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165 | DO j = nys, nyn |
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166 | ! |
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167 | !-- Tendency terms |
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168 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
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169 | tend(:,j,i) = 0.0 |
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170 | IF ( ws_scheme_mom ) THEN |
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171 | CALL advec_u_ws( i, j ) |
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172 | ELSE |
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173 | CALL advec_u_pw( i, j ) |
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174 | ENDIF |
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175 | |
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176 | ELSE |
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177 | IF ( momentum_advec /= 'ups-scheme' ) THEN |
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178 | tend(:,j,i) = 0.0 |
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179 | CALL advec_u_up( i, j ) |
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180 | ENDIF |
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181 | ENDIF |
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182 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) THEN |
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183 | CALL diffusion_u( i, j, ddzu, ddzw, km_m, km_damp_y, tend, u_m, & |
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184 | usws_m, uswst_m, v_m, w_m ) |
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185 | ELSE |
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186 | CALL diffusion_u( i, j, ddzu, ddzw, km, km_damp_y, tend, u, usws, & |
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187 | uswst, v, w ) |
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188 | ENDIF |
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189 | CALL coriolis( i, j, 1 ) |
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190 | IF ( sloping_surface ) CALL buoyancy( i, j, pt, pt_reference, 1, 4 ) |
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191 | |
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192 | ! |
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193 | !-- Drag by plant canopy |
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194 | IF ( plant_canopy ) CALL plant_canopy_model( i, j, 1 ) |
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195 | |
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196 | ! |
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197 | !-- External pressure gradient |
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198 | IF ( dp_external ) THEN |
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199 | DO k = dp_level_ind_b+1, nzt |
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200 | tend(k,j,i) = tend(k,j,i) - dpdxy(1) * dp_smooth_factor(k) |
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201 | ENDDO |
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202 | ENDIF |
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203 | |
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204 | CALL user_actions( i, j, 'u-tendency' ) |
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205 | |
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206 | ! |
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207 | !-- Prognostic equation for u-velocity component |
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208 | DO k = nzb_u_inner(j,i)+1, nzt |
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209 | u_p(k,j,i) = ( 1.0-tsc(1) ) * u_m(k,j,i) + tsc(1) * u(k,j,i) + & |
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210 | dt_3d * ( & |
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211 | tsc(2) * tend(k,j,i) + tsc(3) * tu_m(k,j,i) & |
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212 | - tsc(4) * ( p(k,j,i) - p(k,j,i-1) ) * ddx & |
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213 | ) - & |
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214 | tsc(5) * rdf(k) * ( u(k,j,i) - ug(k) ) |
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215 | ENDDO |
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216 | |
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217 | ! |
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218 | !-- Calculate tendencies for the next Runge-Kutta step |
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219 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
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220 | IF ( intermediate_timestep_count == 1 ) THEN |
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221 | DO k = nzb_u_inner(j,i)+1, nzt |
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222 | tu_m(k,j,i) = tend(k,j,i) |
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223 | ENDDO |
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224 | ELSEIF ( intermediate_timestep_count < & |
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225 | intermediate_timestep_count_max ) THEN |
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226 | DO k = nzb_u_inner(j,i)+1, nzt |
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227 | tu_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tu_m(k,j,i) |
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228 | ENDDO |
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229 | ENDIF |
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230 | ENDIF |
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231 | |
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232 | ENDDO |
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233 | ENDDO |
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234 | |
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235 | CALL cpu_log( log_point(5), 'u-equation', 'stop' ) |
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236 | |
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237 | ! |
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238 | !-- v-velocity component |
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239 | CALL cpu_log( log_point(6), 'v-equation', 'start' ) |
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240 | |
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241 | ! |
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242 | !-- v-tendency terms with communication |
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243 | IF ( momentum_advec == 'ups-scheme' ) THEN |
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244 | tend = 0.0 |
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245 | CALL advec_v_ups |
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246 | ENDIF |
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247 | |
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248 | ! |
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249 | !-- v-tendency terms with no communication |
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250 | DO i = nxl, nxr |
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251 | DO j = nysv, nyn |
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252 | ! |
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253 | !-- Tendency terms |
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254 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
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255 | tend(:,j,i) = 0.0 |
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256 | IF ( ws_scheme_mom ) THEN |
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257 | CALL advec_v_ws( i, j ) |
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258 | ELSE |
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259 | CALL advec_v_pw( i, j ) |
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260 | ENDIF |
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261 | |
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262 | ELSE |
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263 | IF ( momentum_advec /= 'ups-scheme' ) THEN |
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264 | tend(:,j,i) = 0.0 |
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265 | CALL advec_v_up( i, j ) |
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266 | ENDIF |
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267 | ENDIF |
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268 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) THEN |
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269 | CALL diffusion_v( i, j, ddzu, ddzw, km_m, km_damp_x, tend, u_m, & |
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270 | v_m, vsws_m, vswst_m, w_m ) |
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271 | ELSE |
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272 | CALL diffusion_v( i, j, ddzu, ddzw, km, km_damp_x, tend, u, v, & |
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273 | vsws, vswst, w ) |
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274 | ENDIF |
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275 | CALL coriolis( i, j, 2 ) |
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276 | |
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277 | ! |
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278 | !-- Drag by plant canopy |
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279 | IF ( plant_canopy ) CALL plant_canopy_model( i, j, 2 ) |
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280 | |
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281 | ! |
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282 | !-- External pressure gradient |
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283 | IF ( dp_external ) THEN |
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284 | DO k = dp_level_ind_b+1, nzt |
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285 | tend(k,j,i) = tend(k,j,i) - dpdxy(2) * dp_smooth_factor(k) |
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286 | ENDDO |
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287 | ENDIF |
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288 | |
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289 | CALL user_actions( i, j, 'v-tendency' ) |
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290 | |
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291 | ! |
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292 | !-- Prognostic equation for v-velocity component |
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293 | DO k = nzb_v_inner(j,i)+1, nzt |
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294 | v_p(k,j,i) = ( 1.0-tsc(1) ) * v_m(k,j,i) + tsc(1) * v(k,j,i) + & |
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295 | dt_3d * ( & |
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296 | tsc(2) * tend(k,j,i) + tsc(3) * tv_m(k,j,i) & |
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297 | - tsc(4) * ( p(k,j,i) - p(k,j-1,i) ) * ddy & |
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298 | ) - & |
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299 | tsc(5) * rdf(k) * ( v(k,j,i) - vg(k) ) |
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300 | ENDDO |
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301 | |
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302 | ! |
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303 | !-- Calculate tendencies for the next Runge-Kutta step |
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304 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
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305 | IF ( intermediate_timestep_count == 1 ) THEN |
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306 | DO k = nzb_v_inner(j,i)+1, nzt |
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307 | tv_m(k,j,i) = tend(k,j,i) |
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308 | ENDDO |
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309 | ELSEIF ( intermediate_timestep_count < & |
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310 | intermediate_timestep_count_max ) THEN |
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311 | DO k = nzb_v_inner(j,i)+1, nzt |
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312 | tv_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tv_m(k,j,i) |
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313 | ENDDO |
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314 | ENDIF |
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315 | ENDIF |
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316 | |
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317 | ENDDO |
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318 | ENDDO |
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319 | |
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320 | CALL cpu_log( log_point(6), 'v-equation', 'stop' ) |
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321 | |
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322 | ! |
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323 | !-- w-velocity component |
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324 | CALL cpu_log( log_point(7), 'w-equation', 'start' ) |
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325 | |
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326 | ! |
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327 | !-- w-tendency terms with communication |
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328 | IF ( momentum_advec == 'ups-scheme' ) THEN |
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329 | tend = 0.0 |
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330 | CALL advec_w_ups |
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331 | ENDIF |
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332 | |
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333 | ! |
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334 | !-- w-tendency terms with no communication |
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335 | DO i = nxl, nxr |
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336 | DO j = nys, nyn |
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337 | ! |
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338 | !-- Tendency terms |
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339 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
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340 | tend(:,j,i) = 0.0 |
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341 | IF ( ws_scheme_mom ) THEN |
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342 | CALL advec_w_ws( i, j ) |
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343 | ELSE |
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344 | CALL advec_w_pw( i, j ) |
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345 | ENDIF |
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346 | |
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347 | ELSE |
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348 | IF ( momentum_advec /= 'ups-scheme' ) THEN |
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349 | tend(:,j,i) = 0.0 |
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350 | CALL advec_w_up( i, j ) |
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351 | ENDIF |
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352 | ENDIF |
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353 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) THEN |
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354 | CALL diffusion_w( i, j, ddzu, ddzw, km_m, km_damp_x, km_damp_y, & |
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355 | tend, u_m, v_m, w_m ) |
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356 | ELSE |
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357 | CALL diffusion_w( i, j, ddzu, ddzw, km, km_damp_x, km_damp_y, & |
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358 | tend, u, v, w ) |
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359 | ENDIF |
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360 | CALL coriolis( i, j, 3 ) |
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361 | IF ( ocean ) THEN |
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362 | CALL buoyancy( i, j, rho, rho_reference, 3, 64 ) |
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363 | ELSE |
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364 | IF ( .NOT. humidity ) THEN |
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365 | CALL buoyancy( i, j, pt, pt_reference, 3, 4 ) |
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366 | ELSE |
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367 | CALL buoyancy( i, j, vpt, pt_reference, 3, 44 ) |
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368 | ENDIF |
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369 | ENDIF |
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370 | |
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371 | ! |
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372 | !-- Drag by plant canopy |
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373 | IF ( plant_canopy ) CALL plant_canopy_model( i, j, 3 ) |
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374 | |
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375 | CALL user_actions( i, j, 'w-tendency' ) |
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376 | |
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377 | ! |
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378 | !-- Prognostic equation for w-velocity component |
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379 | DO k = nzb_w_inner(j,i)+1, nzt-1 |
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380 | w_p(k,j,i) = ( 1.0-tsc(1) ) * w_m(k,j,i) + tsc(1) * w(k,j,i) + & |
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381 | dt_3d * ( & |
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382 | tsc(2) * tend(k,j,i) + tsc(3) * tw_m(k,j,i) & |
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383 | - tsc(4) * ( p(k+1,j,i) - p(k,j,i) ) * ddzu(k+1) & |
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384 | ) - & |
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385 | tsc(5) * rdf(k) * w(k,j,i) |
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386 | ENDDO |
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387 | |
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388 | ! |
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389 | !-- Calculate tendencies for the next Runge-Kutta step |
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390 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
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391 | IF ( intermediate_timestep_count == 1 ) THEN |
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392 | DO k = nzb_w_inner(j,i)+1, nzt-1 |
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393 | tw_m(k,j,i) = tend(k,j,i) |
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394 | ENDDO |
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395 | ELSEIF ( intermediate_timestep_count < & |
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396 | intermediate_timestep_count_max ) THEN |
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397 | DO k = nzb_w_inner(j,i)+1, nzt-1 |
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398 | tw_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tw_m(k,j,i) |
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399 | ENDDO |
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400 | ENDIF |
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401 | ENDIF |
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402 | |
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403 | ENDDO |
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404 | ENDDO |
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405 | |
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406 | CALL cpu_log( log_point(7), 'w-equation', 'stop' ) |
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407 | |
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408 | ! |
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409 | !-- potential temperature |
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410 | CALL cpu_log( log_point(13), 'pt-equation', 'start' ) |
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411 | |
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412 | ! |
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413 | !-- pt-tendency terms with communication |
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414 | sat = tsc(1) |
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415 | sbt = tsc(2) |
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416 | IF ( scalar_advec == 'bc-scheme' ) THEN |
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417 | |
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418 | IF ( timestep_scheme(1:5) /= 'runge' ) THEN |
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419 | ! |
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420 | !-- Bott-Chlond scheme always uses Euler time step when leapfrog is |
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421 | !-- switched on. Thus: |
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422 | sat = 1.0 |
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423 | sbt = 1.0 |
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424 | ENDIF |
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425 | tend = 0.0 |
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426 | CALL advec_s_bc( pt, 'pt' ) |
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427 | ELSE |
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428 | IF ( tsc(2) /= 2.0 .AND. scalar_advec == 'ups-scheme' ) THEN |
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429 | tend = 0.0 |
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430 | CALL advec_s_ups( pt, 'pt' ) |
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431 | ENDIF |
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432 | ENDIF |
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433 | |
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434 | ! |
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435 | !-- pt-tendency terms with no communication |
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436 | DO i = nxl, nxr |
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437 | DO j = nys, nyn |
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438 | ! |
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439 | !-- Tendency terms |
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440 | IF ( scalar_advec == 'bc-scheme' ) THEN |
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441 | CALL diffusion_s( i, j, ddzu, ddzw, kh, pt, shf, tswst, & |
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442 | wall_heatflux, tend ) |
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443 | ELSE |
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444 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
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445 | tend(:,j,i) = 0.0 |
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446 | IF ( ws_scheme_sca ) THEN |
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447 | CALL advec_s_ws( i, j, pt, 'pt', flux_s_pt, & |
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448 | diss_s_pt, flux_l_pt, diss_l_pt ) |
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449 | ELSE |
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450 | CALL advec_s_pw( i, j, pt ) |
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451 | ENDIF |
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452 | ELSE |
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453 | IF ( scalar_advec /= 'ups-scheme' ) THEN |
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454 | tend(:,j,i) = 0.0 |
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455 | CALL advec_s_up( i, j, pt ) |
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456 | ENDIF |
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457 | ENDIF |
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458 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) & |
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459 | THEN |
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460 | CALL diffusion_s( i, j, ddzu, ddzw, kh_m, pt_m, shf_m, & |
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461 | tswst_m, wall_heatflux, tend ) |
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462 | ELSE |
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463 | CALL diffusion_s( i, j, ddzu, ddzw, kh, pt, shf, tswst, & |
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464 | wall_heatflux, tend ) |
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465 | ENDIF |
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466 | ENDIF |
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467 | |
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468 | ! |
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469 | !-- If required compute heating/cooling due to long wave radiation |
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470 | !-- processes |
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471 | IF ( radiation ) THEN |
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472 | CALL calc_radiation( i, j ) |
---|
473 | ENDIF |
---|
474 | |
---|
475 | ! |
---|
476 | !-- If required compute impact of latent heat due to precipitation |
---|
477 | IF ( precipitation ) THEN |
---|
478 | CALL impact_of_latent_heat( i, j ) |
---|
479 | ENDIF |
---|
480 | |
---|
481 | ! |
---|
482 | !-- Consideration of heat sources within the plant canopy |
---|
483 | IF ( plant_canopy .AND. ( cthf /= 0.0 ) ) THEN |
---|
484 | CALL plant_canopy_model( i, j, 4 ) |
---|
485 | ENDIF |
---|
486 | |
---|
487 | ! |
---|
488 | !-- If required compute influence of large-scale subsidence/ascent |
---|
489 | IF ( large_scale_subsidence ) THEN |
---|
490 | CALL subsidence ( i, j, tend, pt, pt_init ) |
---|
491 | ENDIF |
---|
492 | |
---|
493 | CALL user_actions( i, j, 'pt-tendency' ) |
---|
494 | |
---|
495 | ! |
---|
496 | !-- Prognostic equation for potential temperature |
---|
497 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
498 | pt_p(k,j,i) = ( 1 - sat ) * pt_m(k,j,i) + sat * pt(k,j,i) + & |
---|
499 | dt_3d * ( & |
---|
500 | sbt * tend(k,j,i) + tsc(3) * tpt_m(k,j,i) & |
---|
501 | ) - & |
---|
502 | tsc(5) * rdf(k) * ( pt(k,j,i) - pt_init(k) ) |
---|
503 | ENDDO |
---|
504 | |
---|
505 | ! |
---|
506 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
507 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
508 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
509 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
510 | tpt_m(k,j,i) = tend(k,j,i) |
---|
511 | ENDDO |
---|
512 | ELSEIF ( intermediate_timestep_count < & |
---|
513 | intermediate_timestep_count_max ) THEN |
---|
514 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
515 | tpt_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tpt_m(k,j,i) |
---|
516 | ENDDO |
---|
517 | ENDIF |
---|
518 | ENDIF |
---|
519 | |
---|
520 | ENDDO |
---|
521 | ENDDO |
---|
522 | |
---|
523 | CALL cpu_log( log_point(13), 'pt-equation', 'stop' ) |
---|
524 | |
---|
525 | ! |
---|
526 | !-- If required, compute prognostic equation for salinity |
---|
527 | IF ( ocean ) THEN |
---|
528 | |
---|
529 | CALL cpu_log( log_point(37), 'sa-equation', 'start' ) |
---|
530 | |
---|
531 | ! |
---|
532 | !-- sa-tendency terms with communication |
---|
533 | sat = tsc(1) |
---|
534 | sbt = tsc(2) |
---|
535 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
536 | |
---|
537 | IF ( timestep_scheme(1:5) /= 'runge' ) THEN |
---|
538 | ! |
---|
539 | !-- Bott-Chlond scheme always uses Euler time step when leapfrog is |
---|
540 | !-- switched on. Thus: |
---|
541 | sat = 1.0 |
---|
542 | sbt = 1.0 |
---|
543 | ENDIF |
---|
544 | tend = 0.0 |
---|
545 | CALL advec_s_bc( sa, 'sa' ) |
---|
546 | ELSE |
---|
547 | IF ( tsc(2) /= 2.0 ) THEN |
---|
548 | IF ( scalar_advec == 'ups-scheme' ) THEN |
---|
549 | tend = 0.0 |
---|
550 | CALL advec_s_ups( sa, 'sa' ) |
---|
551 | ENDIF |
---|
552 | ENDIF |
---|
553 | ENDIF |
---|
554 | |
---|
555 | ! |
---|
556 | !-- sa terms with no communication |
---|
557 | DO i = nxl, nxr |
---|
558 | DO j = nys, nyn |
---|
559 | ! |
---|
560 | !-- Tendency-terms |
---|
561 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
562 | CALL diffusion_s( i, j, ddzu, ddzw, kh, sa, saswsb, saswst, & |
---|
563 | wall_salinityflux, tend ) |
---|
564 | ELSE |
---|
565 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
566 | tend(:,j,i) = 0.0 |
---|
567 | IF ( ws_scheme_sca ) THEN |
---|
568 | CALL advec_s_ws( i, j, sa, 'sa', flux_s_sa, & |
---|
569 | diss_s_sa, flux_l_sa, diss_l_sa ) |
---|
570 | ELSE |
---|
571 | CALL advec_s_pw( i, j, sa ) |
---|
572 | ENDIF |
---|
573 | |
---|
574 | ELSE |
---|
575 | IF ( scalar_advec /= 'ups-scheme' ) THEN |
---|
576 | tend(:,j,i) = 0.0 |
---|
577 | CALL advec_s_up( i, j, sa ) |
---|
578 | ENDIF |
---|
579 | ENDIF |
---|
580 | CALL diffusion_s( i, j, ddzu, ddzw, kh, sa, saswsb, saswst, & |
---|
581 | wall_salinityflux, tend ) |
---|
582 | ENDIF |
---|
583 | |
---|
584 | CALL user_actions( i, j, 'sa-tendency' ) |
---|
585 | |
---|
586 | ! |
---|
587 | !-- Prognostic equation for salinity |
---|
588 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
589 | sa_p(k,j,i) = sat * sa(k,j,i) + & |
---|
590 | dt_3d * ( & |
---|
591 | sbt * tend(k,j,i) + tsc(3) * tsa_m(k,j,i) & |
---|
592 | ) - & |
---|
593 | tsc(5) * rdf(k) * ( sa(k,j,i) - sa_init(k) ) |
---|
594 | IF ( sa_p(k,j,i) < 0.0 ) sa_p(k,j,i) = 0.1 * sa(k,j,i) |
---|
595 | ENDDO |
---|
596 | |
---|
597 | ! |
---|
598 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
599 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
600 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
601 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
602 | tsa_m(k,j,i) = tend(k,j,i) |
---|
603 | ENDDO |
---|
604 | ELSEIF ( intermediate_timestep_count < & |
---|
605 | intermediate_timestep_count_max ) THEN |
---|
606 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
607 | tsa_m(k,j,i) = -9.5625 * tend(k,j,i) + & |
---|
608 | 5.3125 * tsa_m(k,j,i) |
---|
609 | ENDDO |
---|
610 | ENDIF |
---|
611 | ENDIF |
---|
612 | |
---|
613 | ! |
---|
614 | !-- Calculate density by the equation of state for seawater |
---|
615 | CALL eqn_state_seawater( i, j ) |
---|
616 | |
---|
617 | ENDDO |
---|
618 | ENDDO |
---|
619 | |
---|
620 | CALL cpu_log( log_point(37), 'sa-equation', 'stop' ) |
---|
621 | |
---|
622 | ENDIF |
---|
623 | |
---|
624 | ! |
---|
625 | !-- If required, compute prognostic equation for total water content / scalar |
---|
626 | IF ( humidity .OR. passive_scalar ) THEN |
---|
627 | |
---|
628 | CALL cpu_log( log_point(29), 'q/s-equation', 'start' ) |
---|
629 | |
---|
630 | ! |
---|
631 | !-- Scalar/q-tendency terms with communication |
---|
632 | sat = tsc(1) |
---|
633 | sbt = tsc(2) |
---|
634 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
635 | |
---|
636 | IF ( timestep_scheme(1:5) /= 'runge' ) THEN |
---|
637 | ! |
---|
638 | !-- Bott-Chlond scheme always uses Euler time step when leapfrog is |
---|
639 | !-- switched on. Thus: |
---|
640 | sat = 1.0 |
---|
641 | sbt = 1.0 |
---|
642 | ENDIF |
---|
643 | tend = 0.0 |
---|
644 | CALL advec_s_bc( q, 'q' ) |
---|
645 | ELSE |
---|
646 | IF ( tsc(2) /= 2.0 ) THEN |
---|
647 | IF ( scalar_advec == 'ups-scheme' ) THEN |
---|
648 | tend = 0.0 |
---|
649 | CALL advec_s_ups( q, 'q' ) |
---|
650 | ENDIF |
---|
651 | ENDIF |
---|
652 | ENDIF |
---|
653 | |
---|
654 | ! |
---|
655 | !-- Scalar/q-tendency terms with no communication |
---|
656 | DO i = nxl, nxr |
---|
657 | DO j = nys, nyn |
---|
658 | ! |
---|
659 | !-- Tendency-terms |
---|
660 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
661 | CALL diffusion_s( i, j, ddzu, ddzw, kh, q, qsws, qswst, & |
---|
662 | wall_qflux, tend ) |
---|
663 | ELSE |
---|
664 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
665 | tend(:,j,i) = 0.0 |
---|
666 | IF ( ws_scheme_sca ) THEN |
---|
667 | CALL advec_s_ws( i, j, q, 'q', flux_s_q, & |
---|
668 | diss_s_q, flux_l_q, diss_l_q ) |
---|
669 | ELSE |
---|
670 | CALL advec_s_pw( i, j, q ) |
---|
671 | ENDIF |
---|
672 | ELSE |
---|
673 | IF ( scalar_advec /= 'ups-scheme' ) THEN |
---|
674 | tend(:,j,i) = 0.0 |
---|
675 | CALL advec_s_up( i, j, q ) |
---|
676 | ENDIF |
---|
677 | ENDIF |
---|
678 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' )& |
---|
679 | THEN |
---|
680 | CALL diffusion_s( i, j, ddzu, ddzw, kh_m, q_m, qsws_m, & |
---|
681 | qswst_m, wall_qflux, tend ) |
---|
682 | ELSE |
---|
683 | CALL diffusion_s( i, j, ddzu, ddzw, kh, q, qsws, qswst, & |
---|
684 | wall_qflux, tend ) |
---|
685 | ENDIF |
---|
686 | ENDIF |
---|
687 | |
---|
688 | ! |
---|
689 | !-- If required compute decrease of total water content due to |
---|
690 | !-- precipitation |
---|
691 | IF ( precipitation ) THEN |
---|
692 | CALL calc_precipitation( i, j ) |
---|
693 | ENDIF |
---|
694 | |
---|
695 | ! |
---|
696 | !-- Sink or source of scalar concentration due to canopy elements |
---|
697 | IF ( plant_canopy ) CALL plant_canopy_model( i, j, 5 ) |
---|
698 | |
---|
699 | ! |
---|
700 | !-- If required compute influence of large-scale subsidence/ascent |
---|
701 | IF ( large_scale_subsidence ) THEN |
---|
702 | CALL subsidence ( i, j, tend, q, q_init ) |
---|
703 | ENDIF |
---|
704 | |
---|
705 | CALL user_actions( i, j, 'q-tendency' ) |
---|
706 | |
---|
707 | ! |
---|
708 | !-- Prognostic equation for total water content / scalar |
---|
709 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
710 | q_p(k,j,i) = ( 1 - sat ) * q_m(k,j,i) + sat * q(k,j,i) + & |
---|
711 | dt_3d * ( & |
---|
712 | sbt * tend(k,j,i) + tsc(3) * tq_m(k,j,i) & |
---|
713 | ) - & |
---|
714 | tsc(5) * rdf(k) * ( q(k,j,i) - q_init(k) ) |
---|
715 | IF ( q_p(k,j,i) < 0.0 ) q_p(k,j,i) = 0.1 * q(k,j,i) |
---|
716 | ENDDO |
---|
717 | |
---|
718 | ! |
---|
719 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
720 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
721 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
722 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
723 | tq_m(k,j,i) = tend(k,j,i) |
---|
724 | ENDDO |
---|
725 | ELSEIF ( intermediate_timestep_count < & |
---|
726 | intermediate_timestep_count_max ) THEN |
---|
727 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
728 | tq_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tq_m(k,j,i) |
---|
729 | ENDDO |
---|
730 | ENDIF |
---|
731 | ENDIF |
---|
732 | |
---|
733 | ENDDO |
---|
734 | ENDDO |
---|
735 | |
---|
736 | CALL cpu_log( log_point(29), 'q/s-equation', 'stop' ) |
---|
737 | |
---|
738 | ENDIF |
---|
739 | |
---|
740 | ! |
---|
741 | !-- If required, compute prognostic equation for turbulent kinetic |
---|
742 | !-- energy (TKE) |
---|
743 | IF ( .NOT. constant_diffusion ) THEN |
---|
744 | |
---|
745 | CALL cpu_log( log_point(16), 'tke-equation', 'start' ) |
---|
746 | |
---|
747 | ! |
---|
748 | !-- TKE-tendency terms with communication |
---|
749 | CALL production_e_init |
---|
750 | |
---|
751 | sat = tsc(1) |
---|
752 | sbt = tsc(2) |
---|
753 | IF ( .NOT. use_upstream_for_tke ) THEN |
---|
754 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
755 | |
---|
756 | IF ( timestep_scheme(1:5) /= 'runge' ) THEN |
---|
757 | ! |
---|
758 | !-- Bott-Chlond scheme always uses Euler time step when leapfrog is |
---|
759 | !-- switched on. Thus: |
---|
760 | sat = 1.0 |
---|
761 | sbt = 1.0 |
---|
762 | ENDIF |
---|
763 | tend = 0.0 |
---|
764 | CALL advec_s_bc( e, 'e' ) |
---|
765 | ELSE |
---|
766 | IF ( tsc(2) /= 2.0 ) THEN |
---|
767 | IF ( scalar_advec == 'ups-scheme' ) THEN |
---|
768 | tend = 0.0 |
---|
769 | CALL advec_s_ups( e, 'e' ) |
---|
770 | ENDIF |
---|
771 | ENDIF |
---|
772 | ENDIF |
---|
773 | ENDIF |
---|
774 | |
---|
775 | ! |
---|
776 | !-- TKE-tendency terms with no communication |
---|
777 | DO i = nxl, nxr |
---|
778 | DO j = nys, nyn |
---|
779 | ! |
---|
780 | !-- Tendency-terms |
---|
781 | IF ( scalar_advec == 'bc-scheme' .AND. & |
---|
782 | .NOT. use_upstream_for_tke ) THEN |
---|
783 | IF ( .NOT. humidity ) THEN |
---|
784 | IF ( ocean ) THEN |
---|
785 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e, km, & |
---|
786 | l_grid, prho, prho_reference, rif, & |
---|
787 | tend, zu, zw ) |
---|
788 | ELSE |
---|
789 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e, km, & |
---|
790 | l_grid, pt, pt_reference, rif, tend, & |
---|
791 | zu, zw ) |
---|
792 | ENDIF |
---|
793 | ELSE |
---|
794 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e, km, & |
---|
795 | l_grid, vpt, pt_reference, rif, tend, zu, & |
---|
796 | zw ) |
---|
797 | ENDIF |
---|
798 | ELSE |
---|
799 | IF ( use_upstream_for_tke ) THEN |
---|
800 | tend(:,j,i) = 0.0 |
---|
801 | CALL advec_s_up( i, j, e ) |
---|
802 | ELSE |
---|
803 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) & |
---|
804 | THEN |
---|
805 | tend(:,j,i) = 0.0 |
---|
806 | IF ( ws_scheme_sca ) THEN |
---|
807 | CALL advec_s_ws( i, j, e, 'e', flux_s_e, & |
---|
808 | diss_s_e, flux_l_e, diss_l_e ) |
---|
809 | ELSE |
---|
810 | CALL advec_s_pw( i, j, e ) |
---|
811 | ENDIF |
---|
812 | ELSE |
---|
813 | IF ( scalar_advec /= 'ups-scheme' ) THEN |
---|
814 | tend(:,j,i) = 0.0 |
---|
815 | CALL advec_s_up( i, j, e ) |
---|
816 | ENDIF |
---|
817 | ENDIF |
---|
818 | ENDIF |
---|
819 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' )& |
---|
820 | THEN |
---|
821 | IF ( .NOT. humidity ) THEN |
---|
822 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e_m, & |
---|
823 | km_m, l_grid, pt_m, pt_reference, & |
---|
824 | rif_m, tend, zu, zw ) |
---|
825 | ELSE |
---|
826 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e_m, & |
---|
827 | km_m, l_grid, vpt_m, pt_reference, & |
---|
828 | rif_m, tend, zu, zw ) |
---|
829 | ENDIF |
---|
830 | ELSE |
---|
831 | IF ( .NOT. humidity ) THEN |
---|
832 | IF ( ocean ) THEN |
---|
833 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e, & |
---|
834 | km, l_grid, prho, prho_reference, & |
---|
835 | rif, tend, zu, zw ) |
---|
836 | ELSE |
---|
837 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e, & |
---|
838 | km, l_grid, pt, pt_reference, rif, & |
---|
839 | tend, zu, zw ) |
---|
840 | ENDIF |
---|
841 | ELSE |
---|
842 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e, km, & |
---|
843 | l_grid, vpt, pt_reference, rif, tend, & |
---|
844 | zu, zw ) |
---|
845 | ENDIF |
---|
846 | ENDIF |
---|
847 | ENDIF |
---|
848 | CALL production_e( i, j ) |
---|
849 | |
---|
850 | ! |
---|
851 | !-- Additional sink term for flows through plant canopies |
---|
852 | IF ( plant_canopy ) CALL plant_canopy_model( i, j, 6 ) |
---|
853 | |
---|
854 | CALL user_actions( i, j, 'e-tendency' ) |
---|
855 | |
---|
856 | ! |
---|
857 | !-- Prognostic equation for TKE. |
---|
858 | !-- Eliminate negative TKE values, which can occur due to numerical |
---|
859 | !-- reasons in the course of the integration. In such cases the old TKE |
---|
860 | !-- value is reduced by 90%. |
---|
861 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
862 | e_p(k,j,i) = ( 1 - sat ) * e_m(k,j,i) + sat * e(k,j,i) + & |
---|
863 | dt_3d * ( & |
---|
864 | sbt * tend(k,j,i) + tsc(3) * te_m(k,j,i) & |
---|
865 | ) |
---|
866 | IF ( e_p(k,j,i) < 0.0 ) e_p(k,j,i) = 0.1 * e(k,j,i) |
---|
867 | ENDDO |
---|
868 | |
---|
869 | ! |
---|
870 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
871 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
872 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
873 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
874 | te_m(k,j,i) = tend(k,j,i) |
---|
875 | ENDDO |
---|
876 | ELSEIF ( intermediate_timestep_count < & |
---|
877 | intermediate_timestep_count_max ) THEN |
---|
878 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
879 | te_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * te_m(k,j,i) |
---|
880 | ENDDO |
---|
881 | ENDIF |
---|
882 | ENDIF |
---|
883 | |
---|
884 | ENDDO |
---|
885 | ENDDO |
---|
886 | |
---|
887 | CALL cpu_log( log_point(16), 'tke-equation', 'stop' ) |
---|
888 | |
---|
889 | ENDIF |
---|
890 | |
---|
891 | |
---|
892 | END SUBROUTINE prognostic_equations_noopt |
---|
893 | |
---|
894 | |
---|
895 | SUBROUTINE prognostic_equations_cache |
---|
896 | |
---|
897 | !------------------------------------------------------------------------------! |
---|
898 | ! Version with one optimized loop over all equations. It is only allowed to |
---|
899 | ! be called for the standard Piascek-Williams advection scheme. |
---|
900 | ! |
---|
901 | ! Here the calls of most subroutines are embedded in two DO loops over i and j, |
---|
902 | ! so communication between CPUs is not allowed (does not make sense) within |
---|
903 | ! these loops. |
---|
904 | ! |
---|
905 | ! (Optimized to avoid cache missings, i.e. for Power4/5-architectures.) |
---|
906 | !------------------------------------------------------------------------------! |
---|
907 | |
---|
908 | IMPLICIT NONE |
---|
909 | |
---|
910 | CHARACTER (LEN=9) :: time_to_string |
---|
911 | INTEGER :: i, j, k |
---|
912 | |
---|
913 | |
---|
914 | ! |
---|
915 | !-- Time measurement can only be performed for the whole set of equations |
---|
916 | CALL cpu_log( log_point(32), 'all progn.equations', 'start' ) |
---|
917 | |
---|
918 | |
---|
919 | ! |
---|
920 | !-- Calculate those variables needed in the tendency terms which need |
---|
921 | !-- global communication |
---|
922 | CALL calc_mean_profile( pt, 4 ) |
---|
923 | IF ( ocean ) CALL calc_mean_profile( rho, 64 ) |
---|
924 | IF ( humidity ) CALL calc_mean_profile( vpt, 44 ) |
---|
925 | IF ( .NOT. constant_diffusion ) CALL production_e_init |
---|
926 | IF ( ( ws_scheme_mom .OR. ws_scheme_sca ) .AND. & |
---|
927 | intermediate_timestep_count == 1 ) CALL ws_statistics |
---|
928 | |
---|
929 | |
---|
930 | ! |
---|
931 | !-- Loop over all prognostic equations |
---|
932 | !$OMP PARALLEL private (i,j,k) |
---|
933 | !$OMP DO |
---|
934 | DO i = nxl, nxr |
---|
935 | DO j = nys, nyn |
---|
936 | ! |
---|
937 | !-- Tendency terms for u-velocity component |
---|
938 | IF ( .NOT. outflow_l .OR. i > nxl ) THEN |
---|
939 | |
---|
940 | tend(:,j,i) = 0.0 |
---|
941 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
942 | IF ( ws_scheme_mom ) THEN |
---|
943 | ! CALL local_diss( i, j, u) ! dissipation control |
---|
944 | CALL advec_u_ws( i, j ) |
---|
945 | ELSE |
---|
946 | CALL advec_u_pw( i, j ) |
---|
947 | ENDIF |
---|
948 | ELSE |
---|
949 | CALL advec_u_up( i, j ) |
---|
950 | ENDIF |
---|
951 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) & |
---|
952 | THEN |
---|
953 | CALL diffusion_u( i, j, ddzu, ddzw, km_m, km_damp_y, tend, & |
---|
954 | u_m, usws_m, uswst_m, v_m, w_m ) |
---|
955 | ELSE |
---|
956 | CALL diffusion_u( i, j, ddzu, ddzw, km, km_damp_y, tend, u, & |
---|
957 | usws, uswst, v, w ) |
---|
958 | ENDIF |
---|
959 | CALL coriolis( i, j, 1 ) |
---|
960 | IF ( sloping_surface ) CALL buoyancy( i, j, pt, pt_reference, 1, & |
---|
961 | 4 ) |
---|
962 | |
---|
963 | ! |
---|
964 | !-- Drag by plant canopy |
---|
965 | IF ( plant_canopy ) CALL plant_canopy_model( i, j, 1 ) |
---|
966 | |
---|
967 | ! |
---|
968 | !-- External pressure gradient |
---|
969 | IF ( dp_external ) THEN |
---|
970 | DO k = dp_level_ind_b+1, nzt |
---|
971 | tend(k,j,i) = tend(k,j,i) - dpdxy(1) * dp_smooth_factor(k) |
---|
972 | ENDDO |
---|
973 | ENDIF |
---|
974 | |
---|
975 | CALL user_actions( i, j, 'u-tendency' ) |
---|
976 | |
---|
977 | ! |
---|
978 | !-- Prognostic equation for u-velocity component |
---|
979 | DO k = nzb_u_inner(j,i)+1, nzt |
---|
980 | u_p(k,j,i) = ( 1.0-tsc(1) ) * u_m(k,j,i) + tsc(1) * u(k,j,i) + & |
---|
981 | dt_3d * ( & |
---|
982 | tsc(2) * tend(k,j,i) + tsc(3) * tu_m(k,j,i) & |
---|
983 | - tsc(4) * ( p(k,j,i) - p(k,j,i-1) ) * ddx & |
---|
984 | ) - & |
---|
985 | tsc(5) * rdf(k) * ( u(k,j,i) - ug(k) ) |
---|
986 | ENDDO |
---|
987 | |
---|
988 | ! |
---|
989 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
990 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
991 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
992 | DO k = nzb_u_inner(j,i)+1, nzt |
---|
993 | tu_m(k,j,i) = tend(k,j,i) |
---|
994 | ENDDO |
---|
995 | ELSEIF ( intermediate_timestep_count < & |
---|
996 | intermediate_timestep_count_max ) THEN |
---|
997 | DO k = nzb_u_inner(j,i)+1, nzt |
---|
998 | tu_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tu_m(k,j,i) |
---|
999 | ENDDO |
---|
1000 | ENDIF |
---|
1001 | ENDIF |
---|
1002 | |
---|
1003 | ENDIF |
---|
1004 | |
---|
1005 | ! |
---|
1006 | !-- Tendency terms for v-velocity component |
---|
1007 | IF ( .NOT. outflow_s .OR. j > nys ) THEN |
---|
1008 | |
---|
1009 | tend(:,j,i) = 0.0 |
---|
1010 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
1011 | IF ( ws_scheme_mom ) THEN |
---|
1012 | ! CALL local_diss( i, j, v) |
---|
1013 | CALL advec_v_ws( i, j ) |
---|
1014 | ELSE |
---|
1015 | CALL advec_v_pw( i, j ) |
---|
1016 | ENDIF |
---|
1017 | ELSE |
---|
1018 | CALL advec_v_up( i, j ) |
---|
1019 | ENDIF |
---|
1020 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) & |
---|
1021 | THEN |
---|
1022 | CALL diffusion_v( i, j, ddzu, ddzw, km_m, km_damp_x, tend, & |
---|
1023 | u_m, v_m, vsws_m, vswst_m, w_m ) |
---|
1024 | ELSE |
---|
1025 | CALL diffusion_v( i, j, ddzu, ddzw, km, km_damp_x, tend, u, v, & |
---|
1026 | vsws, vswst, w ) |
---|
1027 | ENDIF |
---|
1028 | CALL coriolis( i, j, 2 ) |
---|
1029 | |
---|
1030 | ! |
---|
1031 | !-- Drag by plant canopy |
---|
1032 | IF ( plant_canopy ) CALL plant_canopy_model( i, j, 2 ) |
---|
1033 | |
---|
1034 | ! |
---|
1035 | !-- External pressure gradient |
---|
1036 | IF ( dp_external ) THEN |
---|
1037 | DO k = dp_level_ind_b+1, nzt |
---|
1038 | tend(k,j,i) = tend(k,j,i) - dpdxy(2) * dp_smooth_factor(k) |
---|
1039 | ENDDO |
---|
1040 | ENDIF |
---|
1041 | |
---|
1042 | CALL user_actions( i, j, 'v-tendency' ) |
---|
1043 | |
---|
1044 | ! |
---|
1045 | !-- Prognostic equation for v-velocity component |
---|
1046 | DO k = nzb_v_inner(j,i)+1, nzt |
---|
1047 | v_p(k,j,i) = ( 1.0-tsc(1) ) * v_m(k,j,i) + tsc(1) * v(k,j,i) + & |
---|
1048 | dt_3d * ( & |
---|
1049 | tsc(2) * tend(k,j,i) + tsc(3) * tv_m(k,j,i) & |
---|
1050 | - tsc(4) * ( p(k,j,i) - p(k,j-1,i) ) * ddy & |
---|
1051 | ) - & |
---|
1052 | tsc(5) * rdf(k) * ( v(k,j,i) - vg(k) ) |
---|
1053 | ENDDO |
---|
1054 | |
---|
1055 | ! |
---|
1056 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1057 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1058 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1059 | DO k = nzb_v_inner(j,i)+1, nzt |
---|
1060 | tv_m(k,j,i) = tend(k,j,i) |
---|
1061 | ENDDO |
---|
1062 | ELSEIF ( intermediate_timestep_count < & |
---|
1063 | intermediate_timestep_count_max ) THEN |
---|
1064 | DO k = nzb_v_inner(j,i)+1, nzt |
---|
1065 | tv_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tv_m(k,j,i) |
---|
1066 | ENDDO |
---|
1067 | ENDIF |
---|
1068 | ENDIF |
---|
1069 | |
---|
1070 | ENDIF |
---|
1071 | |
---|
1072 | ! |
---|
1073 | !-- Tendency terms for w-velocity component |
---|
1074 | tend(:,j,i) = 0.0 |
---|
1075 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
1076 | IF ( ws_scheme_mom ) THEN |
---|
1077 | ! CALL local_diss( i, j, w) |
---|
1078 | CALL advec_w_ws( i, j ) |
---|
1079 | ELSE |
---|
1080 | CALL advec_w_pw( i, j ) |
---|
1081 | END IF |
---|
1082 | ELSE |
---|
1083 | CALL advec_w_up( i, j ) |
---|
1084 | ENDIF |
---|
1085 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) & |
---|
1086 | THEN |
---|
1087 | CALL diffusion_w( i, j, ddzu, ddzw, km_m, km_damp_x, & |
---|
1088 | km_damp_y, tend, u_m, v_m, w_m ) |
---|
1089 | ELSE |
---|
1090 | CALL diffusion_w( i, j, ddzu, ddzw, km, km_damp_x, km_damp_y, & |
---|
1091 | tend, u, v, w ) |
---|
1092 | ENDIF |
---|
1093 | CALL coriolis( i, j, 3 ) |
---|
1094 | IF ( ocean ) THEN |
---|
1095 | CALL buoyancy( i, j, rho, rho_reference, 3, 64 ) |
---|
1096 | ELSE |
---|
1097 | IF ( .NOT. humidity ) THEN |
---|
1098 | CALL buoyancy( i, j, pt, pt_reference, 3, 4 ) |
---|
1099 | ELSE |
---|
1100 | CALL buoyancy( i, j, vpt, pt_reference, 3, 44 ) |
---|
1101 | ENDIF |
---|
1102 | ENDIF |
---|
1103 | |
---|
1104 | ! |
---|
1105 | !-- Drag by plant canopy |
---|
1106 | IF ( plant_canopy ) CALL plant_canopy_model( i, j, 3 ) |
---|
1107 | |
---|
1108 | CALL user_actions( i, j, 'w-tendency' ) |
---|
1109 | |
---|
1110 | ! |
---|
1111 | !-- Prognostic equation for w-velocity component |
---|
1112 | DO k = nzb_w_inner(j,i)+1, nzt-1 |
---|
1113 | w_p(k,j,i) = ( 1.0-tsc(1) ) * w_m(k,j,i) + tsc(1) * w(k,j,i) + & |
---|
1114 | dt_3d * ( & |
---|
1115 | tsc(2) * tend(k,j,i) + tsc(3) * tw_m(k,j,i) & |
---|
1116 | - tsc(4) * ( p(k+1,j,i) - p(k,j,i) ) * ddzu(k+1) & |
---|
1117 | ) - & |
---|
1118 | tsc(5) * rdf(k) * w(k,j,i) |
---|
1119 | ENDDO |
---|
1120 | |
---|
1121 | ! |
---|
1122 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1123 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1124 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1125 | DO k = nzb_w_inner(j,i)+1, nzt-1 |
---|
1126 | tw_m(k,j,i) = tend(k,j,i) |
---|
1127 | ENDDO |
---|
1128 | ELSEIF ( intermediate_timestep_count < & |
---|
1129 | intermediate_timestep_count_max ) THEN |
---|
1130 | DO k = nzb_w_inner(j,i)+1, nzt-1 |
---|
1131 | tw_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tw_m(k,j,i) |
---|
1132 | ENDDO |
---|
1133 | ENDIF |
---|
1134 | ENDIF |
---|
1135 | |
---|
1136 | ! |
---|
1137 | !-- Tendency terms for potential temperature |
---|
1138 | tend(:,j,i) = 0.0 |
---|
1139 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
1140 | IF ( ws_scheme_sca ) THEN |
---|
1141 | ! CALL local_diss( i, j, pt ) |
---|
1142 | CALL advec_s_ws( i, j, pt, 'pt', flux_s_pt, & |
---|
1143 | diss_s_pt, flux_l_pt, diss_l_pt ) |
---|
1144 | ELSE |
---|
1145 | CALL advec_s_pw( i, j, pt ) |
---|
1146 | ENDIF |
---|
1147 | ELSE |
---|
1148 | CALL advec_s_up( i, j, pt ) |
---|
1149 | ENDIF |
---|
1150 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) & |
---|
1151 | THEN |
---|
1152 | CALL diffusion_s( i, j, ddzu, ddzw, kh_m, pt_m, shf_m, & |
---|
1153 | tswst_m, wall_heatflux, tend ) |
---|
1154 | ELSE |
---|
1155 | CALL diffusion_s( i, j, ddzu, ddzw, kh, pt, shf, tswst, & |
---|
1156 | wall_heatflux, tend ) |
---|
1157 | ENDIF |
---|
1158 | |
---|
1159 | ! |
---|
1160 | !-- If required compute heating/cooling due to long wave radiation |
---|
1161 | !-- processes |
---|
1162 | IF ( radiation ) THEN |
---|
1163 | CALL calc_radiation( i, j ) |
---|
1164 | ENDIF |
---|
1165 | |
---|
1166 | ! |
---|
1167 | !-- If required compute impact of latent heat due to precipitation |
---|
1168 | IF ( precipitation ) THEN |
---|
1169 | CALL impact_of_latent_heat( i, j ) |
---|
1170 | ENDIF |
---|
1171 | |
---|
1172 | ! |
---|
1173 | !-- Consideration of heat sources within the plant canopy |
---|
1174 | IF ( plant_canopy .AND. ( cthf /= 0.0 ) ) THEN |
---|
1175 | CALL plant_canopy_model( i, j, 4 ) |
---|
1176 | ENDIF |
---|
1177 | |
---|
1178 | |
---|
1179 | !-- If required compute influence of large-scale subsidence/ascent |
---|
1180 | IF ( large_scale_subsidence ) THEN |
---|
1181 | CALL subsidence ( i, j, tend, pt, pt_init ) |
---|
1182 | ENDIF |
---|
1183 | |
---|
1184 | |
---|
1185 | CALL user_actions( i, j, 'pt-tendency' ) |
---|
1186 | |
---|
1187 | ! |
---|
1188 | !-- Prognostic equation for potential temperature |
---|
1189 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1190 | pt_p(k,j,i) = ( 1.0-tsc(1) ) * pt_m(k,j,i) + tsc(1)*pt(k,j,i) +& |
---|
1191 | dt_3d * ( & |
---|
1192 | tsc(2) * tend(k,j,i) + tsc(3) * tpt_m(k,j,i) & |
---|
1193 | ) - & |
---|
1194 | tsc(5) * rdf(k) * ( pt(k,j,i) - pt_init(k) ) |
---|
1195 | ENDDO |
---|
1196 | |
---|
1197 | ! |
---|
1198 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1199 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1200 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1201 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1202 | tpt_m(k,j,i) = tend(k,j,i) |
---|
1203 | ENDDO |
---|
1204 | ELSEIF ( intermediate_timestep_count < & |
---|
1205 | intermediate_timestep_count_max ) THEN |
---|
1206 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1207 | tpt_m(k,j,i) = -9.5625 * tend(k,j,i) + & |
---|
1208 | 5.3125 * tpt_m(k,j,i) |
---|
1209 | ENDDO |
---|
1210 | ENDIF |
---|
1211 | ENDIF |
---|
1212 | |
---|
1213 | ! |
---|
1214 | !-- If required, compute prognostic equation for salinity |
---|
1215 | IF ( ocean ) THEN |
---|
1216 | |
---|
1217 | ! |
---|
1218 | !-- Tendency-terms for salinity |
---|
1219 | tend(:,j,i) = 0.0 |
---|
1220 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) & |
---|
1221 | THEN |
---|
1222 | IF ( ws_scheme_sca ) THEN |
---|
1223 | ! CALL local_diss( i, j, sa ) |
---|
1224 | CALL advec_s_ws( i, j, sa, 'sa', flux_s_sa, & |
---|
1225 | diss_s_sa, flux_l_sa, diss_l_sa ) |
---|
1226 | ELSE |
---|
1227 | CALL advec_s_pw( i, j, sa ) |
---|
1228 | ENDIF |
---|
1229 | ELSE |
---|
1230 | CALL advec_s_up( i, j, sa ) |
---|
1231 | ENDIF |
---|
1232 | CALL diffusion_s( i, j, ddzu, ddzw, kh, sa, saswsb, saswst, & |
---|
1233 | wall_salinityflux, tend ) |
---|
1234 | |
---|
1235 | CALL user_actions( i, j, 'sa-tendency' ) |
---|
1236 | |
---|
1237 | ! |
---|
1238 | !-- Prognostic equation for salinity |
---|
1239 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1240 | sa_p(k,j,i) = tsc(1) * sa(k,j,i) + & |
---|
1241 | dt_3d * ( & |
---|
1242 | tsc(2) * tend(k,j,i) + tsc(3) * tsa_m(k,j,i) & |
---|
1243 | ) - & |
---|
1244 | tsc(5) * rdf(k) * ( sa(k,j,i) - sa_init(k) ) |
---|
1245 | IF ( sa_p(k,j,i) < 0.0 ) sa_p(k,j,i) = 0.1 * sa(k,j,i) |
---|
1246 | ENDDO |
---|
1247 | |
---|
1248 | ! |
---|
1249 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1250 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1251 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1252 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1253 | tsa_m(k,j,i) = tend(k,j,i) |
---|
1254 | ENDDO |
---|
1255 | ELSEIF ( intermediate_timestep_count < & |
---|
1256 | intermediate_timestep_count_max ) THEN |
---|
1257 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1258 | tsa_m(k,j,i) = -9.5625 * tend(k,j,i) + & |
---|
1259 | 5.3125 * tsa_m(k,j,i) |
---|
1260 | ENDDO |
---|
1261 | ENDIF |
---|
1262 | ENDIF |
---|
1263 | |
---|
1264 | ! |
---|
1265 | !-- Calculate density by the equation of state for seawater |
---|
1266 | CALL eqn_state_seawater( i, j ) |
---|
1267 | |
---|
1268 | ENDIF |
---|
1269 | |
---|
1270 | ! |
---|
1271 | !-- If required, compute prognostic equation for total water content / |
---|
1272 | !-- scalar |
---|
1273 | IF ( humidity .OR. passive_scalar ) THEN |
---|
1274 | |
---|
1275 | ! |
---|
1276 | !-- Tendency-terms for total water content / scalar |
---|
1277 | tend(:,j,i) = 0.0 |
---|
1278 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) & |
---|
1279 | THEN |
---|
1280 | IF ( ws_scheme_sca ) THEN |
---|
1281 | ! CALL local_diss( i, j, q ) |
---|
1282 | CALL advec_s_ws( i, j, q, 'q', flux_s_q, & |
---|
1283 | diss_s_q, flux_l_q, diss_l_q ) |
---|
1284 | ELSE |
---|
1285 | CALL advec_s_pw( i, j, q ) |
---|
1286 | ENDIF |
---|
1287 | ELSE |
---|
1288 | CALL advec_s_up( i, j, q ) |
---|
1289 | ENDIF |
---|
1290 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' )& |
---|
1291 | THEN |
---|
1292 | CALL diffusion_s( i, j, ddzu, ddzw, kh_m, q_m, qsws_m, & |
---|
1293 | qswst_m, wall_qflux, tend ) |
---|
1294 | ELSE |
---|
1295 | CALL diffusion_s( i, j, ddzu, ddzw, kh, q, qsws, qswst, & |
---|
1296 | wall_qflux, tend ) |
---|
1297 | ENDIF |
---|
1298 | |
---|
1299 | ! |
---|
1300 | !-- If required compute decrease of total water content due to |
---|
1301 | !-- precipitation |
---|
1302 | IF ( precipitation ) THEN |
---|
1303 | CALL calc_precipitation( i, j ) |
---|
1304 | ENDIF |
---|
1305 | |
---|
1306 | ! |
---|
1307 | !-- Sink or source of scalar concentration due to canopy elements |
---|
1308 | IF ( plant_canopy ) CALL plant_canopy_model( i, j, 5 ) |
---|
1309 | |
---|
1310 | !-- If required compute influence of large-scale subsidence/ascent |
---|
1311 | IF ( large_scale_subsidence ) THEN |
---|
1312 | CALL subsidence ( i, j, tend, q, q_init ) |
---|
1313 | ENDIF |
---|
1314 | |
---|
1315 | CALL user_actions( i, j, 'q-tendency' ) |
---|
1316 | |
---|
1317 | ! |
---|
1318 | !-- Prognostic equation for total water content / scalar |
---|
1319 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1320 | q_p(k,j,i) = ( 1.0-tsc(1) ) * q_m(k,j,i) + tsc(1)*q(k,j,i) +& |
---|
1321 | dt_3d * ( & |
---|
1322 | tsc(2) * tend(k,j,i) + tsc(3) * tq_m(k,j,i) & |
---|
1323 | ) - & |
---|
1324 | tsc(5) * rdf(k) * ( q(k,j,i) - q_init(k) ) |
---|
1325 | IF ( q_p(k,j,i) < 0.0 ) q_p(k,j,i) = 0.1 * q(k,j,i) |
---|
1326 | ENDDO |
---|
1327 | |
---|
1328 | ! |
---|
1329 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1330 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1331 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1332 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1333 | tq_m(k,j,i) = tend(k,j,i) |
---|
1334 | ENDDO |
---|
1335 | ELSEIF ( intermediate_timestep_count < & |
---|
1336 | intermediate_timestep_count_max ) THEN |
---|
1337 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1338 | tq_m(k,j,i) = -9.5625 * tend(k,j,i) + & |
---|
1339 | 5.3125 * tq_m(k,j,i) |
---|
1340 | ENDDO |
---|
1341 | ENDIF |
---|
1342 | ENDIF |
---|
1343 | |
---|
1344 | ENDIF |
---|
1345 | |
---|
1346 | ! |
---|
1347 | !-- If required, compute prognostic equation for turbulent kinetic |
---|
1348 | !-- energy (TKE) |
---|
1349 | IF ( .NOT. constant_diffusion ) THEN |
---|
1350 | |
---|
1351 | ! |
---|
1352 | !-- Tendency-terms for TKE |
---|
1353 | tend(:,j,i) = 0.0 |
---|
1354 | IF ( ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) & |
---|
1355 | .AND. .NOT. use_upstream_for_tke ) THEN |
---|
1356 | IF ( ws_scheme_sca ) THEN |
---|
1357 | ! CALL local_diss( i, j, e ) |
---|
1358 | CALL advec_s_ws( i, j, e, 'e', flux_s_e, & |
---|
1359 | diss_s_e, flux_l_e, diss_l_e ) |
---|
1360 | ELSE |
---|
1361 | CALL advec_s_pw( i, j, e ) |
---|
1362 | ENDIF |
---|
1363 | ELSE |
---|
1364 | CALL advec_s_up( i, j, e ) |
---|
1365 | ENDIF |
---|
1366 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' )& |
---|
1367 | THEN |
---|
1368 | IF ( .NOT. humidity ) THEN |
---|
1369 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e_m, & |
---|
1370 | km_m, l_grid, pt_m, pt_reference, & |
---|
1371 | rif_m, tend, zu, zw ) |
---|
1372 | ELSE |
---|
1373 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e_m, & |
---|
1374 | km_m, l_grid, vpt_m, pt_reference, & |
---|
1375 | rif_m, tend, zu, zw ) |
---|
1376 | ENDIF |
---|
1377 | ELSE |
---|
1378 | IF ( .NOT. humidity ) THEN |
---|
1379 | IF ( ocean ) THEN |
---|
1380 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e, & |
---|
1381 | km, l_grid, prho, prho_reference, & |
---|
1382 | rif, tend, zu, zw ) |
---|
1383 | ELSE |
---|
1384 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e, & |
---|
1385 | km, l_grid, pt, pt_reference, rif, & |
---|
1386 | tend, zu, zw ) |
---|
1387 | ENDIF |
---|
1388 | ELSE |
---|
1389 | CALL diffusion_e( i, j, ddzu, dd2zu, ddzw, diss, e, km, & |
---|
1390 | l_grid, vpt, pt_reference, rif, tend, & |
---|
1391 | zu, zw ) |
---|
1392 | ENDIF |
---|
1393 | ENDIF |
---|
1394 | CALL production_e( i, j ) |
---|
1395 | |
---|
1396 | ! |
---|
1397 | !-- Additional sink term for flows through plant canopies |
---|
1398 | IF ( plant_canopy ) CALL plant_canopy_model( i, j, 6 ) |
---|
1399 | |
---|
1400 | CALL user_actions( i, j, 'e-tendency' ) |
---|
1401 | |
---|
1402 | ! |
---|
1403 | !-- Prognostic equation for TKE. |
---|
1404 | !-- Eliminate negative TKE values, which can occur due to numerical |
---|
1405 | !-- reasons in the course of the integration. In such cases the old |
---|
1406 | !-- TKE value is reduced by 90%. |
---|
1407 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1408 | e_p(k,j,i) = ( 1.0-tsc(1) ) * e_m(k,j,i) + tsc(1)*e(k,j,i) +& |
---|
1409 | dt_3d * ( & |
---|
1410 | tsc(2) * tend(k,j,i) + tsc(3) * te_m(k,j,i) & |
---|
1411 | ) |
---|
1412 | IF ( e_p(k,j,i) < 0.0 ) e_p(k,j,i) = 0.1 * e(k,j,i) |
---|
1413 | ENDDO |
---|
1414 | |
---|
1415 | ! |
---|
1416 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1417 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1418 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1419 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1420 | te_m(k,j,i) = tend(k,j,i) |
---|
1421 | ENDDO |
---|
1422 | ELSEIF ( intermediate_timestep_count < & |
---|
1423 | intermediate_timestep_count_max ) THEN |
---|
1424 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1425 | te_m(k,j,i) = -9.5625 * tend(k,j,i) + & |
---|
1426 | 5.3125 * te_m(k,j,i) |
---|
1427 | ENDDO |
---|
1428 | ENDIF |
---|
1429 | ENDIF |
---|
1430 | |
---|
1431 | ENDIF ! TKE equation |
---|
1432 | |
---|
1433 | ENDDO |
---|
1434 | ENDDO |
---|
1435 | !$OMP END PARALLEL |
---|
1436 | |
---|
1437 | CALL cpu_log( log_point(32), 'all progn.equations', 'stop' ) |
---|
1438 | |
---|
1439 | |
---|
1440 | END SUBROUTINE prognostic_equations_cache |
---|
1441 | |
---|
1442 | |
---|
1443 | SUBROUTINE prognostic_equations_vector |
---|
1444 | |
---|
1445 | !------------------------------------------------------------------------------! |
---|
1446 | ! Version for vector machines |
---|
1447 | !------------------------------------------------------------------------------! |
---|
1448 | |
---|
1449 | IMPLICIT NONE |
---|
1450 | |
---|
1451 | CHARACTER (LEN=9) :: time_to_string |
---|
1452 | INTEGER :: i, j, k |
---|
1453 | REAL :: sat, sbt |
---|
1454 | |
---|
1455 | ! |
---|
1456 | !-- Calculate those variables needed in the tendency terms which need |
---|
1457 | !-- global communication |
---|
1458 | CALL calc_mean_profile( pt, 4 ) |
---|
1459 | IF ( ocean ) CALL calc_mean_profile( rho, 64 ) |
---|
1460 | IF ( humidity ) CALL calc_mean_profile( vpt, 44 ) |
---|
1461 | IF ( ( ws_scheme_mom .OR. ws_scheme_sca ) .AND. & |
---|
1462 | intermediate_timestep_count == 1 ) CALL ws_statistics |
---|
1463 | |
---|
1464 | ! |
---|
1465 | !-- u-velocity component |
---|
1466 | CALL cpu_log( log_point(5), 'u-equation', 'start' ) |
---|
1467 | |
---|
1468 | ! |
---|
1469 | !-- u-tendency terms with communication |
---|
1470 | IF ( momentum_advec == 'ups-scheme' ) THEN |
---|
1471 | tend = 0.0 |
---|
1472 | CALL advec_u_ups |
---|
1473 | ENDIF |
---|
1474 | |
---|
1475 | ! |
---|
1476 | !-- u-tendency terms with no communication |
---|
1477 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
1478 | tend = 0.0 |
---|
1479 | IF ( ws_scheme_mom ) THEN |
---|
1480 | CALL advec_u_ws |
---|
1481 | ELSE |
---|
1482 | CALL advec_u_pw |
---|
1483 | ENDIF |
---|
1484 | ELSE |
---|
1485 | IF ( momentum_advec /= 'ups-scheme' ) THEN |
---|
1486 | tend = 0.0 |
---|
1487 | CALL advec_u_up |
---|
1488 | ENDIF |
---|
1489 | ENDIF |
---|
1490 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) THEN |
---|
1491 | CALL diffusion_u( ddzu, ddzw, km_m, km_damp_y, tend, u_m, usws_m, & |
---|
1492 | uswst_m, v_m, w_m ) |
---|
1493 | ELSE |
---|
1494 | CALL diffusion_u( ddzu, ddzw, km, km_damp_y, tend, u, usws, uswst, v, w ) |
---|
1495 | ENDIF |
---|
1496 | CALL coriolis( 1 ) |
---|
1497 | IF ( sloping_surface ) CALL buoyancy( pt, pt_reference, 1, 4 ) |
---|
1498 | |
---|
1499 | ! |
---|
1500 | !-- Drag by plant canopy |
---|
1501 | IF ( plant_canopy ) CALL plant_canopy_model( 1 ) |
---|
1502 | |
---|
1503 | ! |
---|
1504 | !-- External pressure gradient |
---|
1505 | IF ( dp_external ) THEN |
---|
1506 | DO i = nxlu, nxr |
---|
1507 | DO j = nys, nyn |
---|
1508 | DO k = dp_level_ind_b+1, nzt |
---|
1509 | tend(k,j,i) = tend(k,j,i) - dpdxy(1) * dp_smooth_factor(k) |
---|
1510 | ENDDO |
---|
1511 | ENDDO |
---|
1512 | ENDDO |
---|
1513 | ENDIF |
---|
1514 | |
---|
1515 | CALL user_actions( 'u-tendency' ) |
---|
1516 | |
---|
1517 | ! |
---|
1518 | !-- Prognostic equation for u-velocity component |
---|
1519 | DO i = nxlu, nxr |
---|
1520 | DO j = nys, nyn |
---|
1521 | DO k = nzb_u_inner(j,i)+1, nzt |
---|
1522 | u_p(k,j,i) = ( 1.0-tsc(1) ) * u_m(k,j,i) + tsc(1) * u(k,j,i) + & |
---|
1523 | dt_3d * ( & |
---|
1524 | tsc(2) * tend(k,j,i) + tsc(3) * tu_m(k,j,i) & |
---|
1525 | - tsc(4) * ( p(k,j,i) - p(k,j,i-1) ) * ddx & |
---|
1526 | ) - & |
---|
1527 | tsc(5) * rdf(k) * ( u(k,j,i) - ug(k) ) |
---|
1528 | ENDDO |
---|
1529 | ENDDO |
---|
1530 | ENDDO |
---|
1531 | |
---|
1532 | ! |
---|
1533 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1534 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1535 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1536 | DO i = nxlu, nxr |
---|
1537 | DO j = nys, nyn |
---|
1538 | DO k = nzb_u_inner(j,i)+1, nzt |
---|
1539 | tu_m(k,j,i) = tend(k,j,i) |
---|
1540 | ENDDO |
---|
1541 | ENDDO |
---|
1542 | ENDDO |
---|
1543 | ELSEIF ( intermediate_timestep_count < & |
---|
1544 | intermediate_timestep_count_max ) THEN |
---|
1545 | DO i = nxlu, nxr |
---|
1546 | DO j = nys, nyn |
---|
1547 | DO k = nzb_u_inner(j,i)+1, nzt |
---|
1548 | tu_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tu_m(k,j,i) |
---|
1549 | ENDDO |
---|
1550 | ENDDO |
---|
1551 | ENDDO |
---|
1552 | ENDIF |
---|
1553 | ENDIF |
---|
1554 | |
---|
1555 | CALL cpu_log( log_point(5), 'u-equation', 'stop' ) |
---|
1556 | |
---|
1557 | ! |
---|
1558 | !-- v-velocity component |
---|
1559 | CALL cpu_log( log_point(6), 'v-equation', 'start' ) |
---|
1560 | |
---|
1561 | ! |
---|
1562 | !-- v-tendency terms with communication |
---|
1563 | IF ( momentum_advec == 'ups-scheme' ) THEN |
---|
1564 | tend = 0.0 |
---|
1565 | CALL advec_v_ups |
---|
1566 | ENDIF |
---|
1567 | |
---|
1568 | ! |
---|
1569 | !-- v-tendency terms with no communication |
---|
1570 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
1571 | tend = 0.0 |
---|
1572 | IF ( ws_scheme_mom ) THEN |
---|
1573 | CALL advec_v_ws |
---|
1574 | ELSE |
---|
1575 | CALL advec_v_pw |
---|
1576 | END IF |
---|
1577 | ELSE |
---|
1578 | IF ( momentum_advec /= 'ups-scheme' ) THEN |
---|
1579 | tend = 0.0 |
---|
1580 | CALL advec_v_up |
---|
1581 | ENDIF |
---|
1582 | ENDIF |
---|
1583 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) THEN |
---|
1584 | CALL diffusion_v( ddzu, ddzw, km_m, km_damp_x, tend, u_m, v_m, vsws_m, & |
---|
1585 | vswst_m, w_m ) |
---|
1586 | ELSE |
---|
1587 | CALL diffusion_v( ddzu, ddzw, km, km_damp_x, tend, u, v, vsws, vswst, w ) |
---|
1588 | ENDIF |
---|
1589 | CALL coriolis( 2 ) |
---|
1590 | |
---|
1591 | ! |
---|
1592 | !-- Drag by plant canopy |
---|
1593 | IF ( plant_canopy ) CALL plant_canopy_model( 2 ) |
---|
1594 | |
---|
1595 | ! |
---|
1596 | !-- External pressure gradient |
---|
1597 | IF ( dp_external ) THEN |
---|
1598 | DO i = nxl, nxr |
---|
1599 | DO j = nysv, nyn |
---|
1600 | DO k = dp_level_ind_b+1, nzt |
---|
1601 | tend(k,j,i) = tend(k,j,i) - dpdxy(2) * dp_smooth_factor(k) |
---|
1602 | ENDDO |
---|
1603 | ENDDO |
---|
1604 | ENDDO |
---|
1605 | ENDIF |
---|
1606 | |
---|
1607 | CALL user_actions( 'v-tendency' ) |
---|
1608 | |
---|
1609 | ! |
---|
1610 | !-- Prognostic equation for v-velocity component |
---|
1611 | DO i = nxl, nxr |
---|
1612 | DO j = nysv, nyn |
---|
1613 | DO k = nzb_v_inner(j,i)+1, nzt |
---|
1614 | v_p(k,j,i) = ( 1.0-tsc(1) ) * v_m(k,j,i) + tsc(1) * v(k,j,i) + & |
---|
1615 | dt_3d * ( & |
---|
1616 | tsc(2) * tend(k,j,i) + tsc(3) * tv_m(k,j,i) & |
---|
1617 | - tsc(4) * ( p(k,j,i) - p(k,j-1,i) ) * ddy & |
---|
1618 | ) - & |
---|
1619 | tsc(5) * rdf(k) * ( v(k,j,i) - vg(k) ) |
---|
1620 | ENDDO |
---|
1621 | ENDDO |
---|
1622 | ENDDO |
---|
1623 | |
---|
1624 | ! |
---|
1625 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1626 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1627 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1628 | DO i = nxl, nxr |
---|
1629 | DO j = nysv, nyn |
---|
1630 | DO k = nzb_v_inner(j,i)+1, nzt |
---|
1631 | tv_m(k,j,i) = tend(k,j,i) |
---|
1632 | ENDDO |
---|
1633 | ENDDO |
---|
1634 | ENDDO |
---|
1635 | ELSEIF ( intermediate_timestep_count < & |
---|
1636 | intermediate_timestep_count_max ) THEN |
---|
1637 | DO i = nxl, nxr |
---|
1638 | DO j = nysv, nyn |
---|
1639 | DO k = nzb_v_inner(j,i)+1, nzt |
---|
1640 | tv_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tv_m(k,j,i) |
---|
1641 | ENDDO |
---|
1642 | ENDDO |
---|
1643 | ENDDO |
---|
1644 | ENDIF |
---|
1645 | ENDIF |
---|
1646 | |
---|
1647 | CALL cpu_log( log_point(6), 'v-equation', 'stop' ) |
---|
1648 | |
---|
1649 | ! |
---|
1650 | !-- w-velocity component |
---|
1651 | CALL cpu_log( log_point(7), 'w-equation', 'start' ) |
---|
1652 | |
---|
1653 | ! |
---|
1654 | !-- w-tendency terms with communication |
---|
1655 | IF ( momentum_advec == 'ups-scheme' ) THEN |
---|
1656 | tend = 0.0 |
---|
1657 | CALL advec_w_ups |
---|
1658 | ENDIF |
---|
1659 | |
---|
1660 | ! |
---|
1661 | !-- w-tendency terms with no communication |
---|
1662 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
1663 | tend = 0.0 |
---|
1664 | IF ( ws_scheme_mom ) THEN |
---|
1665 | CALL advec_w_ws |
---|
1666 | ELSE |
---|
1667 | CALL advec_w_pw |
---|
1668 | ENDIF |
---|
1669 | ELSE |
---|
1670 | IF ( momentum_advec /= 'ups-scheme' ) THEN |
---|
1671 | tend = 0.0 |
---|
1672 | CALL advec_w_up |
---|
1673 | ENDIF |
---|
1674 | ENDIF |
---|
1675 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) THEN |
---|
1676 | CALL diffusion_w( ddzu, ddzw, km_m, km_damp_x, km_damp_y, tend, u_m, & |
---|
1677 | v_m, w_m ) |
---|
1678 | ELSE |
---|
1679 | CALL diffusion_w( ddzu, ddzw, km, km_damp_x, km_damp_y, tend, u, v, w ) |
---|
1680 | ENDIF |
---|
1681 | CALL coriolis( 3 ) |
---|
1682 | IF ( ocean ) THEN |
---|
1683 | CALL buoyancy( rho, rho_reference, 3, 64 ) |
---|
1684 | ELSE |
---|
1685 | IF ( .NOT. humidity ) THEN |
---|
1686 | CALL buoyancy( pt, pt_reference, 3, 4 ) |
---|
1687 | ELSE |
---|
1688 | CALL buoyancy( vpt, pt_reference, 3, 44 ) |
---|
1689 | ENDIF |
---|
1690 | ENDIF |
---|
1691 | |
---|
1692 | ! |
---|
1693 | !-- Drag by plant canopy |
---|
1694 | IF ( plant_canopy ) CALL plant_canopy_model( 3 ) |
---|
1695 | |
---|
1696 | CALL user_actions( 'w-tendency' ) |
---|
1697 | |
---|
1698 | ! |
---|
1699 | !-- Prognostic equation for w-velocity component |
---|
1700 | DO i = nxl, nxr |
---|
1701 | DO j = nys, nyn |
---|
1702 | DO k = nzb_w_inner(j,i)+1, nzt-1 |
---|
1703 | w_p(k,j,i) = ( 1-tsc(1) ) * w_m(k,j,i) + tsc(1) * w(k,j,i) + & |
---|
1704 | dt_3d * ( & |
---|
1705 | tsc(2) * tend(k,j,i) + tsc(3) * tw_m(k,j,i) & |
---|
1706 | - tsc(4) * ( p(k+1,j,i) - p(k,j,i) ) * ddzu(k+1) & |
---|
1707 | ) - & |
---|
1708 | tsc(5) * rdf(k) * w(k,j,i) |
---|
1709 | ENDDO |
---|
1710 | ENDDO |
---|
1711 | ENDDO |
---|
1712 | |
---|
1713 | ! |
---|
1714 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1715 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1716 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1717 | DO i = nxl, nxr |
---|
1718 | DO j = nys, nyn |
---|
1719 | DO k = nzb_w_inner(j,i)+1, nzt-1 |
---|
1720 | tw_m(k,j,i) = tend(k,j,i) |
---|
1721 | ENDDO |
---|
1722 | ENDDO |
---|
1723 | ENDDO |
---|
1724 | ELSEIF ( intermediate_timestep_count < & |
---|
1725 | intermediate_timestep_count_max ) THEN |
---|
1726 | DO i = nxl, nxr |
---|
1727 | DO j = nys, nyn |
---|
1728 | DO k = nzb_w_inner(j,i)+1, nzt-1 |
---|
1729 | tw_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tw_m(k,j,i) |
---|
1730 | ENDDO |
---|
1731 | ENDDO |
---|
1732 | ENDDO |
---|
1733 | ENDIF |
---|
1734 | ENDIF |
---|
1735 | |
---|
1736 | CALL cpu_log( log_point(7), 'w-equation', 'stop' ) |
---|
1737 | |
---|
1738 | ! |
---|
1739 | !-- potential temperature |
---|
1740 | CALL cpu_log( log_point(13), 'pt-equation', 'start' ) |
---|
1741 | |
---|
1742 | ! |
---|
1743 | !-- pt-tendency terms with communication |
---|
1744 | sat = tsc(1) |
---|
1745 | sbt = tsc(2) |
---|
1746 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
1747 | |
---|
1748 | IF ( timestep_scheme(1:5) /= 'runge' ) THEN |
---|
1749 | ! |
---|
1750 | !-- Bott-Chlond scheme always uses Euler time step when leapfrog is |
---|
1751 | !-- switched on. Thus: |
---|
1752 | sat = 1.0 |
---|
1753 | sbt = 1.0 |
---|
1754 | ENDIF |
---|
1755 | tend = 0.0 |
---|
1756 | CALL advec_s_bc( pt, 'pt' ) |
---|
1757 | ELSE |
---|
1758 | IF ( tsc(2) /= 2.0 .AND. scalar_advec == 'ups-scheme' ) THEN |
---|
1759 | tend = 0.0 |
---|
1760 | CALL advec_s_ups( pt, 'pt' ) |
---|
1761 | ENDIF |
---|
1762 | ENDIF |
---|
1763 | |
---|
1764 | ! |
---|
1765 | !-- pt-tendency terms with no communication |
---|
1766 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
1767 | CALL diffusion_s( ddzu, ddzw, kh, pt, shf, tswst, wall_heatflux, & |
---|
1768 | tend ) |
---|
1769 | ELSE |
---|
1770 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
1771 | tend = 0.0 |
---|
1772 | IF ( ws_scheme_sca ) THEN |
---|
1773 | CALL advec_s_ws( pt, 'pt' ) |
---|
1774 | ELSE |
---|
1775 | CALL advec_s_pw( pt ) |
---|
1776 | ENDIF |
---|
1777 | ELSE |
---|
1778 | IF ( scalar_advec /= 'ups-scheme' ) THEN |
---|
1779 | tend = 0.0 |
---|
1780 | CALL advec_s_up( pt ) |
---|
1781 | ENDIF |
---|
1782 | ENDIF |
---|
1783 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) THEN |
---|
1784 | CALL diffusion_s( ddzu, ddzw, kh_m, pt_m, shf_m, tswst_m, & |
---|
1785 | wall_heatflux, tend ) |
---|
1786 | ELSE |
---|
1787 | CALL diffusion_s( ddzu, ddzw, kh, pt, shf, tswst, wall_heatflux, & |
---|
1788 | tend ) |
---|
1789 | ENDIF |
---|
1790 | ENDIF |
---|
1791 | |
---|
1792 | ! |
---|
1793 | !-- If required compute heating/cooling due to long wave radiation |
---|
1794 | !-- processes |
---|
1795 | IF ( radiation ) THEN |
---|
1796 | CALL calc_radiation |
---|
1797 | ENDIF |
---|
1798 | |
---|
1799 | ! |
---|
1800 | !-- If required compute impact of latent heat due to precipitation |
---|
1801 | IF ( precipitation ) THEN |
---|
1802 | CALL impact_of_latent_heat |
---|
1803 | ENDIF |
---|
1804 | |
---|
1805 | ! |
---|
1806 | !-- Consideration of heat sources within the plant canopy |
---|
1807 | IF ( plant_canopy .AND. ( cthf /= 0.0 ) ) THEN |
---|
1808 | CALL plant_canopy_model( 4 ) |
---|
1809 | ENDIF |
---|
1810 | |
---|
1811 | !--If required compute influence of large-scale subsidence/ascent |
---|
1812 | IF ( large_scale_subsidence ) THEN |
---|
1813 | CALL subsidence ( tend, pt, pt_init ) |
---|
1814 | ENDIF |
---|
1815 | |
---|
1816 | CALL user_actions( 'pt-tendency' ) |
---|
1817 | |
---|
1818 | ! |
---|
1819 | !-- Prognostic equation for potential temperature |
---|
1820 | DO i = nxl, nxr |
---|
1821 | DO j = nys, nyn |
---|
1822 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1823 | pt_p(k,j,i) = ( 1 - sat ) * pt_m(k,j,i) + sat * pt(k,j,i) + & |
---|
1824 | dt_3d * ( & |
---|
1825 | sbt * tend(k,j,i) + tsc(3) * tpt_m(k,j,i) & |
---|
1826 | ) - & |
---|
1827 | tsc(5) * rdf(k) * ( pt(k,j,i) - pt_init(k) ) |
---|
1828 | ENDDO |
---|
1829 | ENDDO |
---|
1830 | ENDDO |
---|
1831 | |
---|
1832 | ! |
---|
1833 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1834 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1835 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1836 | DO i = nxl, nxr |
---|
1837 | DO j = nys, nyn |
---|
1838 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1839 | tpt_m(k,j,i) = tend(k,j,i) |
---|
1840 | ENDDO |
---|
1841 | ENDDO |
---|
1842 | ENDDO |
---|
1843 | ELSEIF ( intermediate_timestep_count < & |
---|
1844 | intermediate_timestep_count_max ) THEN |
---|
1845 | DO i = nxl, nxr |
---|
1846 | DO j = nys, nyn |
---|
1847 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1848 | tpt_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tpt_m(k,j,i) |
---|
1849 | ENDDO |
---|
1850 | ENDDO |
---|
1851 | ENDDO |
---|
1852 | ENDIF |
---|
1853 | ENDIF |
---|
1854 | |
---|
1855 | CALL cpu_log( log_point(13), 'pt-equation', 'stop' ) |
---|
1856 | |
---|
1857 | ! |
---|
1858 | !-- If required, compute prognostic equation for salinity |
---|
1859 | IF ( ocean ) THEN |
---|
1860 | |
---|
1861 | CALL cpu_log( log_point(37), 'sa-equation', 'start' ) |
---|
1862 | |
---|
1863 | ! |
---|
1864 | !-- sa-tendency terms with communication |
---|
1865 | sat = tsc(1) |
---|
1866 | sbt = tsc(2) |
---|
1867 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
1868 | |
---|
1869 | IF ( timestep_scheme(1:5) /= 'runge' ) THEN |
---|
1870 | ! |
---|
1871 | !-- Bott-Chlond scheme always uses Euler time step when leapfrog is |
---|
1872 | !-- switched on. Thus: |
---|
1873 | sat = 1.0 |
---|
1874 | sbt = 1.0 |
---|
1875 | ENDIF |
---|
1876 | tend = 0.0 |
---|
1877 | CALL advec_s_bc( sa, 'sa' ) |
---|
1878 | ELSE |
---|
1879 | IF ( tsc(2) /= 2.0 ) THEN |
---|
1880 | IF ( scalar_advec == 'ups-scheme' ) THEN |
---|
1881 | tend = 0.0 |
---|
1882 | CALL advec_s_ups( sa, 'sa' ) |
---|
1883 | ENDIF |
---|
1884 | ENDIF |
---|
1885 | ENDIF |
---|
1886 | |
---|
1887 | ! |
---|
1888 | !-- sa-tendency terms with no communication |
---|
1889 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
1890 | CALL diffusion_s( ddzu, ddzw, kh, sa, saswsb, saswst, & |
---|
1891 | wall_salinityflux, tend ) |
---|
1892 | ELSE |
---|
1893 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
1894 | tend = 0.0 |
---|
1895 | IF ( ws_scheme_sca ) THEN |
---|
1896 | CALL advec_s_ws( sa, 'sa' ) |
---|
1897 | ELSE |
---|
1898 | CALL advec_s_pw( sa ) |
---|
1899 | ENDIF |
---|
1900 | ELSE |
---|
1901 | IF ( scalar_advec /= 'ups-scheme' ) THEN |
---|
1902 | tend = 0.0 |
---|
1903 | CALL advec_s_up( sa ) |
---|
1904 | ENDIF |
---|
1905 | ENDIF |
---|
1906 | CALL diffusion_s( ddzu, ddzw, kh, sa, saswsb, saswst, & |
---|
1907 | wall_salinityflux, tend ) |
---|
1908 | ENDIF |
---|
1909 | |
---|
1910 | CALL user_actions( 'sa-tendency' ) |
---|
1911 | |
---|
1912 | ! |
---|
1913 | !-- Prognostic equation for salinity |
---|
1914 | DO i = nxl, nxr |
---|
1915 | DO j = nys, nyn |
---|
1916 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1917 | sa_p(k,j,i) = sat * sa(k,j,i) + & |
---|
1918 | dt_3d * ( & |
---|
1919 | sbt * tend(k,j,i) + tsc(3) * tsa_m(k,j,i) & |
---|
1920 | ) - & |
---|
1921 | tsc(5) * rdf(k) * ( sa(k,j,i) - sa_init(k) ) |
---|
1922 | IF ( sa_p(k,j,i) < 0.0 ) sa_p(k,j,i) = 0.1 * sa(k,j,i) |
---|
1923 | ENDDO |
---|
1924 | ENDDO |
---|
1925 | ENDDO |
---|
1926 | |
---|
1927 | ! |
---|
1928 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
1929 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
1930 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
1931 | DO i = nxl, nxr |
---|
1932 | DO j = nys, nyn |
---|
1933 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1934 | tsa_m(k,j,i) = tend(k,j,i) |
---|
1935 | ENDDO |
---|
1936 | ENDDO |
---|
1937 | ENDDO |
---|
1938 | ELSEIF ( intermediate_timestep_count < & |
---|
1939 | intermediate_timestep_count_max ) THEN |
---|
1940 | DO i = nxl, nxr |
---|
1941 | DO j = nys, nyn |
---|
1942 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
1943 | tsa_m(k,j,i) = -9.5625 * tend(k,j,i) + & |
---|
1944 | 5.3125 * tsa_m(k,j,i) |
---|
1945 | ENDDO |
---|
1946 | ENDDO |
---|
1947 | ENDDO |
---|
1948 | ENDIF |
---|
1949 | ENDIF |
---|
1950 | |
---|
1951 | CALL cpu_log( log_point(37), 'sa-equation', 'stop' ) |
---|
1952 | |
---|
1953 | ! |
---|
1954 | !-- Calculate density by the equation of state for seawater |
---|
1955 | CALL cpu_log( log_point(38), 'eqns-seawater', 'start' ) |
---|
1956 | CALL eqn_state_seawater |
---|
1957 | CALL cpu_log( log_point(38), 'eqns-seawater', 'stop' ) |
---|
1958 | |
---|
1959 | ENDIF |
---|
1960 | |
---|
1961 | ! |
---|
1962 | !-- If required, compute prognostic equation for total water content / scalar |
---|
1963 | IF ( humidity .OR. passive_scalar ) THEN |
---|
1964 | |
---|
1965 | CALL cpu_log( log_point(29), 'q/s-equation', 'start' ) |
---|
1966 | |
---|
1967 | ! |
---|
1968 | !-- Scalar/q-tendency terms with communication |
---|
1969 | sat = tsc(1) |
---|
1970 | sbt = tsc(2) |
---|
1971 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
1972 | |
---|
1973 | IF ( timestep_scheme(1:5) /= 'runge' ) THEN |
---|
1974 | ! |
---|
1975 | !-- Bott-Chlond scheme always uses Euler time step when leapfrog is |
---|
1976 | !-- switched on. Thus: |
---|
1977 | sat = 1.0 |
---|
1978 | sbt = 1.0 |
---|
1979 | ENDIF |
---|
1980 | tend = 0.0 |
---|
1981 | CALL advec_s_bc( q, 'q' ) |
---|
1982 | ELSE |
---|
1983 | IF ( tsc(2) /= 2.0 ) THEN |
---|
1984 | IF ( scalar_advec == 'ups-scheme' ) THEN |
---|
1985 | tend = 0.0 |
---|
1986 | CALL advec_s_ups( q, 'q' ) |
---|
1987 | ENDIF |
---|
1988 | ENDIF |
---|
1989 | ENDIF |
---|
1990 | |
---|
1991 | ! |
---|
1992 | !-- Scalar/q-tendency terms with no communication |
---|
1993 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
1994 | CALL diffusion_s( ddzu, ddzw, kh, q, qsws, qswst, wall_qflux, tend ) |
---|
1995 | ELSE |
---|
1996 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
1997 | tend = 0.0 |
---|
1998 | IF ( ws_scheme_sca ) THEN |
---|
1999 | CALL advec_s_ws( q, 'q' ) |
---|
2000 | ELSE |
---|
2001 | CALL advec_s_pw( q ) |
---|
2002 | ENDIF |
---|
2003 | ELSE |
---|
2004 | IF ( scalar_advec /= 'ups-scheme' ) THEN |
---|
2005 | tend = 0.0 |
---|
2006 | CALL advec_s_up( q ) |
---|
2007 | ENDIF |
---|
2008 | ENDIF |
---|
2009 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) THEN |
---|
2010 | CALL diffusion_s( ddzu, ddzw, kh_m, q_m, qsws_m, qswst_m, & |
---|
2011 | wall_qflux, tend ) |
---|
2012 | ELSE |
---|
2013 | CALL diffusion_s( ddzu, ddzw, kh, q, qsws, qswst, & |
---|
2014 | wall_qflux, tend ) |
---|
2015 | ENDIF |
---|
2016 | ENDIF |
---|
2017 | |
---|
2018 | ! |
---|
2019 | !-- If required compute decrease of total water content due to |
---|
2020 | !-- precipitation |
---|
2021 | IF ( precipitation ) THEN |
---|
2022 | CALL calc_precipitation |
---|
2023 | ENDIF |
---|
2024 | |
---|
2025 | ! |
---|
2026 | !-- Sink or source of scalar concentration due to canopy elements |
---|
2027 | IF ( plant_canopy ) CALL plant_canopy_model( 5 ) |
---|
2028 | |
---|
2029 | ! |
---|
2030 | !-- If required compute influence of large-scale subsidence/ascent |
---|
2031 | IF ( large_scale_subsidence ) THEN |
---|
2032 | CALL subsidence ( tend, q, q_init ) |
---|
2033 | ENDIF |
---|
2034 | |
---|
2035 | CALL user_actions( 'q-tendency' ) |
---|
2036 | |
---|
2037 | ! |
---|
2038 | !-- Prognostic equation for total water content / scalar |
---|
2039 | DO i = nxl, nxr |
---|
2040 | DO j = nys, nyn |
---|
2041 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
2042 | q_p(k,j,i) = ( 1 - sat ) * q_m(k,j,i) + sat * q(k,j,i) + & |
---|
2043 | dt_3d * ( & |
---|
2044 | sbt * tend(k,j,i) + tsc(3) * tq_m(k,j,i) & |
---|
2045 | ) - & |
---|
2046 | tsc(5) * rdf(k) * ( q(k,j,i) - q_init(k) ) |
---|
2047 | IF ( q_p(k,j,i) < 0.0 ) q_p(k,j,i) = 0.1 * q(k,j,i) |
---|
2048 | ENDDO |
---|
2049 | ENDDO |
---|
2050 | ENDDO |
---|
2051 | |
---|
2052 | ! |
---|
2053 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
2054 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
2055 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
2056 | DO i = nxl, nxr |
---|
2057 | DO j = nys, nyn |
---|
2058 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
2059 | tq_m(k,j,i) = tend(k,j,i) |
---|
2060 | ENDDO |
---|
2061 | ENDDO |
---|
2062 | ENDDO |
---|
2063 | ELSEIF ( intermediate_timestep_count < & |
---|
2064 | intermediate_timestep_count_max ) THEN |
---|
2065 | DO i = nxl, nxr |
---|
2066 | DO j = nys, nyn |
---|
2067 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
2068 | tq_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * tq_m(k,j,i) |
---|
2069 | ENDDO |
---|
2070 | ENDDO |
---|
2071 | ENDDO |
---|
2072 | ENDIF |
---|
2073 | ENDIF |
---|
2074 | |
---|
2075 | CALL cpu_log( log_point(29), 'q/s-equation', 'stop' ) |
---|
2076 | |
---|
2077 | ENDIF |
---|
2078 | |
---|
2079 | ! |
---|
2080 | !-- If required, compute prognostic equation for turbulent kinetic |
---|
2081 | !-- energy (TKE) |
---|
2082 | IF ( .NOT. constant_diffusion ) THEN |
---|
2083 | |
---|
2084 | CALL cpu_log( log_point(16), 'tke-equation', 'start' ) |
---|
2085 | |
---|
2086 | ! |
---|
2087 | !-- TKE-tendency terms with communication |
---|
2088 | CALL production_e_init |
---|
2089 | |
---|
2090 | sat = tsc(1) |
---|
2091 | sbt = tsc(2) |
---|
2092 | IF ( .NOT. use_upstream_for_tke ) THEN |
---|
2093 | IF ( scalar_advec == 'bc-scheme' ) THEN |
---|
2094 | |
---|
2095 | IF ( timestep_scheme(1:5) /= 'runge' ) THEN |
---|
2096 | ! |
---|
2097 | !-- Bott-Chlond scheme always uses Euler time step when leapfrog is |
---|
2098 | !-- switched on. Thus: |
---|
2099 | sat = 1.0 |
---|
2100 | sbt = 1.0 |
---|
2101 | ENDIF |
---|
2102 | tend = 0.0 |
---|
2103 | CALL advec_s_bc( e, 'e' ) |
---|
2104 | ELSE |
---|
2105 | IF ( tsc(2) /= 2.0 ) THEN |
---|
2106 | IF ( scalar_advec == 'ups-scheme' ) THEN |
---|
2107 | tend = 0.0 |
---|
2108 | CALL advec_s_ups( e, 'e' ) |
---|
2109 | ENDIF |
---|
2110 | ENDIF |
---|
2111 | ENDIF |
---|
2112 | ENDIF |
---|
2113 | |
---|
2114 | ! |
---|
2115 | !-- TKE-tendency terms with no communication |
---|
2116 | IF ( scalar_advec == 'bc-scheme' .AND. .NOT. use_upstream_for_tke ) & |
---|
2117 | THEN |
---|
2118 | IF ( .NOT. humidity ) THEN |
---|
2119 | IF ( ocean ) THEN |
---|
2120 | CALL diffusion_e( ddzu, dd2zu, ddzw, diss, e, km, l_grid, & |
---|
2121 | prho, prho_reference, rif, tend, zu, zw ) |
---|
2122 | ELSE |
---|
2123 | CALL diffusion_e( ddzu, dd2zu, ddzw, diss, e, km, l_grid, pt, & |
---|
2124 | pt_reference, rif, tend, zu, zw ) |
---|
2125 | ENDIF |
---|
2126 | ELSE |
---|
2127 | CALL diffusion_e( ddzu, dd2zu, ddzw, diss, e, km, l_grid, vpt, & |
---|
2128 | pt_reference, rif, tend, zu, zw ) |
---|
2129 | ENDIF |
---|
2130 | ELSE |
---|
2131 | IF ( use_upstream_for_tke ) THEN |
---|
2132 | tend = 0.0 |
---|
2133 | CALL advec_s_up( e ) |
---|
2134 | ELSE |
---|
2135 | IF ( tsc(2) == 2.0 .OR. timestep_scheme(1:5) == 'runge' ) THEN |
---|
2136 | tend = 0.0 |
---|
2137 | IF ( ws_scheme_sca ) THEN |
---|
2138 | CALL advec_s_ws( e, 'e' ) |
---|
2139 | ELSE |
---|
2140 | CALL advec_s_pw( e ) |
---|
2141 | ENDIF |
---|
2142 | ELSE |
---|
2143 | IF ( scalar_advec /= 'ups-scheme' ) THEN |
---|
2144 | tend = 0.0 |
---|
2145 | CALL advec_s_up( e ) |
---|
2146 | ENDIF |
---|
2147 | ENDIF |
---|
2148 | ENDIF |
---|
2149 | IF ( tsc(2) == 2.0 .AND. timestep_scheme(1:8) == 'leapfrog' ) THEN |
---|
2150 | IF ( .NOT. humidity ) THEN |
---|
2151 | CALL diffusion_e( ddzu, dd2zu, ddzw, diss, e_m, km_m, l_grid, & |
---|
2152 | pt_m, pt_reference, rif_m, tend, zu, zw ) |
---|
2153 | ELSE |
---|
2154 | CALL diffusion_e( ddzu, dd2zu, ddzw, diss, e_m, km_m, l_grid, & |
---|
2155 | vpt_m, pt_reference, rif_m, tend, zu, zw ) |
---|
2156 | ENDIF |
---|
2157 | ELSE |
---|
2158 | IF ( .NOT. humidity ) THEN |
---|
2159 | IF ( ocean ) THEN |
---|
2160 | CALL diffusion_e( ddzu, dd2zu, ddzw, diss, e, km, l_grid, & |
---|
2161 | prho, prho_reference, rif, tend, zu, zw ) |
---|
2162 | ELSE |
---|
2163 | CALL diffusion_e( ddzu, dd2zu, ddzw, diss, e, km, l_grid, & |
---|
2164 | pt, pt_reference, rif, tend, zu, zw ) |
---|
2165 | ENDIF |
---|
2166 | ELSE |
---|
2167 | CALL diffusion_e( ddzu, dd2zu, ddzw, diss, e, km, l_grid, vpt, & |
---|
2168 | pt_reference, rif, tend, zu, zw ) |
---|
2169 | ENDIF |
---|
2170 | ENDIF |
---|
2171 | ENDIF |
---|
2172 | CALL production_e |
---|
2173 | |
---|
2174 | ! |
---|
2175 | !-- Additional sink term for flows through plant canopies |
---|
2176 | IF ( plant_canopy ) CALL plant_canopy_model( 6 ) |
---|
2177 | CALL user_actions( 'e-tendency' ) |
---|
2178 | |
---|
2179 | ! |
---|
2180 | !-- Prognostic equation for TKE. |
---|
2181 | !-- Eliminate negative TKE values, which can occur due to numerical |
---|
2182 | !-- reasons in the course of the integration. In such cases the old TKE |
---|
2183 | !-- value is reduced by 90%. |
---|
2184 | DO i = nxl, nxr |
---|
2185 | DO j = nys, nyn |
---|
2186 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
2187 | e_p(k,j,i) = ( 1 - sat ) * e_m(k,j,i) + sat * e(k,j,i) + & |
---|
2188 | dt_3d * ( & |
---|
2189 | sbt * tend(k,j,i) + tsc(3) * te_m(k,j,i) & |
---|
2190 | ) |
---|
2191 | IF ( e_p(k,j,i) < 0.0 ) e_p(k,j,i) = 0.1 * e(k,j,i) |
---|
2192 | ENDDO |
---|
2193 | ENDDO |
---|
2194 | ENDDO |
---|
2195 | |
---|
2196 | ! |
---|
2197 | !-- Calculate tendencies for the next Runge-Kutta step |
---|
2198 | IF ( timestep_scheme(1:5) == 'runge' ) THEN |
---|
2199 | IF ( intermediate_timestep_count == 1 ) THEN |
---|
2200 | DO i = nxl, nxr |
---|
2201 | DO j = nys, nyn |
---|
2202 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
2203 | te_m(k,j,i) = tend(k,j,i) |
---|
2204 | ENDDO |
---|
2205 | ENDDO |
---|
2206 | ENDDO |
---|
2207 | ELSEIF ( intermediate_timestep_count < & |
---|
2208 | intermediate_timestep_count_max ) THEN |
---|
2209 | DO i = nxl, nxr |
---|
2210 | DO j = nys, nyn |
---|
2211 | DO k = nzb_s_inner(j,i)+1, nzt |
---|
2212 | te_m(k,j,i) = -9.5625 * tend(k,j,i) + 5.3125 * te_m(k,j,i) |
---|
2213 | ENDDO |
---|
2214 | ENDDO |
---|
2215 | ENDDO |
---|
2216 | ENDIF |
---|
2217 | ENDIF |
---|
2218 | |
---|
2219 | CALL cpu_log( log_point(16), 'tke-equation', 'stop' ) |
---|
2220 | |
---|
2221 | ENDIF |
---|
2222 | |
---|
2223 | |
---|
2224 | END SUBROUTINE prognostic_equations_vector |
---|
2225 | |
---|
2226 | |
---|
2227 | END MODULE prognostic_equations_mod |
---|