1 | MODULE solver |
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2 | !!====================================================================== |
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3 | !! *** MODULE solver *** |
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4 | !! Ocean solver : initialization of ocean solver |
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5 | !!===================================================================== |
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6 | |
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7 | !!---------------------------------------------------------------------- |
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8 | !! solver_init: solver initialization |
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9 | !!---------------------------------------------------------------------- |
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10 | !! * Modules used |
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11 | USE oce ! ocean dynamics and tracers variables |
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12 | USE dom_oce ! ocean space and time domain variables |
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13 | USE zdf_oce ! ocean vertical physics variables |
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14 | USE sol_oce ! solver variables |
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15 | USE solmat ! ??? |
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16 | USE solisl ! ??? |
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17 | USE obc_oce ! Lateral open boundary condition |
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18 | USE in_out_manager ! I/O manager |
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19 | USE lbclnk ! ocean lateral boundary conditions (or mpp link) |
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20 | |
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21 | IMPLICIT NONE |
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22 | |
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23 | !!---------------------------------------------------------------------- |
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24 | !! OPA 9.0 , LODYC-IPSL (2003) |
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25 | !!---------------------------------------------------------------------- |
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26 | |
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27 | CONTAINS |
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28 | |
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29 | SUBROUTINE solver_init |
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30 | !!---------------------------------------------------------------------- |
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31 | !! *** ROUTINE solver_init *** |
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32 | !! |
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33 | !! ** Purpose : Initialization for the solver of the elliptic equation: |
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34 | !! * default option: barotropic stream function system |
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35 | !! and islands initialization (if l_isl=T) |
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36 | !! * key_dynspg_fsc = T : transport divergence system. No specific |
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37 | !! treatment of islands. |
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38 | !! |
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39 | !! ** Method : |
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40 | !! - Compute the local depth of the water column at u- and v-point |
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41 | !! (key_dynspg_fsc = T) or its inverse (key_dynspg_rl = T). |
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42 | !! The local depth of the water column is computed by summing |
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43 | !! the vertical scale factors. For its inverse, the thickness of |
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44 | !! the first model level is imposed as lower bound. The inverse of |
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45 | !! this depth is THEN taken and masked, so that the inverse of the |
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46 | !! local depth is zero when the local depth is zero. |
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47 | !! - Construct the matrix of the elliptic system by a call to |
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48 | !! solmat.F routine. |
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49 | !! - island (if l_isl=T) |
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50 | !! isl_dom: find islands from the bathymetry file |
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51 | !! isl_bsf: compute the island barotropic stream function |
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52 | !! isl_mat: compute the inverse island matrix |
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53 | !! set mbathy to the number of non-zero w-levels of a water |
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54 | !! column (the minimum value of mbathy is 2): |
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55 | !! mbathy = min( mbathy, 1 ) + 1 |
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56 | !! |
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57 | !! ** Action : - hur, hvr : masked inverse of the local depth at |
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58 | !! u- and v-point. (key_dynspg_rl = T) |
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59 | !! - hu, hv : masked local depth at u- and v- points |
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60 | !! (key_dynspg_fsc = T) |
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61 | !! References : |
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62 | !! Jensen, 1986: adv. phys. oceanogr. num. mod.,ed. o brien,87-110. |
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63 | !! Madec & Marti, 1990: internal rep. LODYC, 90/03., 29pp. |
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64 | !! |
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65 | !! History : |
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66 | !! ! 90-10 (G. Madec) Original code |
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67 | !! ! 93-02 (O. Marti) |
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68 | !! ! 97-02 (G. Madec) local depth inverse computation |
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69 | !! ! 98-10 (G. Roullet, G. Madec) free surface |
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70 | !! 9.0 ! 03-07 (G. Madec) free form, F90 |
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71 | !!---------------------------------------------------------------------- |
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72 | !! * Local declarations |
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73 | INTEGER :: ji, jj ! dummy loop indices |
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74 | |
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75 | NAMELIST/namsol/ nsolv, nmax, eps, sor, epsisl, nmisl, rnu |
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76 | !!---------------------------------------------------------------------- |
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77 | |
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78 | IF(lwp) WRITE(numout,*) |
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79 | IF(lwp) WRITE(numout,*) 'ini_sol : solver to compute the surface pressure gradient' |
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80 | IF(lwp) WRITE(numout,*) '~~~~~~~' |
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81 | |
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82 | ! open elliptic solver statistics file |
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83 | CALL ctlopn( numsol, 'solver.stat', 'UNKNOWN', 'FORMATTED', 'SEQUENTIAL', & |
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84 | 1, numout, lwp, 1 ) |
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85 | |
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86 | |
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87 | ! 0. Define the solver parameters |
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88 | ! ---------------------------- |
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89 | ! Namelist namsol : elliptic solver / islands / free surface |
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90 | REWIND( numnam ) |
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91 | READ ( numnam, namsol ) |
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92 | |
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93 | #if defined key_feti |
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94 | ! FETI algorithm, we force nsolv at 3 |
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95 | nsolv = 3 |
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96 | #endif |
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97 | |
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98 | |
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99 | ! 0. Parameter control and print |
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100 | ! --------------------------- |
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101 | |
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102 | ! Control print |
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103 | IF(lwp) WRITE(numout,*) ' Namelist namsol : set solver parameters' |
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104 | |
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105 | IF(lwp) THEN |
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106 | WRITE(numout,*) |
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107 | WRITE(numout,*) ' type of elliptic solver nsolv = ', nsolv |
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108 | WRITE(numout,*) ' maximum iterations for solver nmax = ', nmax |
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109 | WRITE(numout,*) ' absolute precision of solver eps = ', eps |
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110 | WRITE(numout,*) ' optimal coefficient of sor sor = ', sor |
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111 | IF(l_isl) WRITE(numout,*) ' absolute precision stream fct epsisl = ', epsisl |
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112 | IF(l_isl) WRITE(numout,*) ' maximum pcg iterations island nmisl = ', nmisl |
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113 | WRITE(numout,*) ' free surface parameter rnu = ', rnu |
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114 | WRITE(numout,*) |
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115 | ENDIF |
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116 | |
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117 | #if defined key_dynspg_fsc |
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118 | IF(lwp) WRITE(numout,*) |
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119 | IF(lwp) WRITE(numout,*) ' *** free surface formulation' |
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120 | IF( l_isl ) THEN |
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121 | IF(lwp) WRITE(numout,cform_err) |
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122 | IF(lwp) WRITE(numout,*) ' key_islands inconsistent with key_dynspg_fsc' |
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123 | nstop = nstop + 1 |
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124 | ENDIF |
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125 | #endif |
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126 | #if defined key_dynspg_rl |
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127 | IF(lwp) WRITE(numout,*) |
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128 | IF(lwp) WRITE(numout,*) ' *** Rigid lid formulation' |
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129 | #endif |
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130 | #if defined key_dynspg_fsc && defined key_dynspg_rl |
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131 | IF(lwp) WRITE(numout,cform_err) |
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132 | IF(lwp) WRITE(numout,*) ' Chose between free surface or rigid-lid, not both' |
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133 | nstop = nstop + 1 |
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134 | #endif |
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135 | |
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136 | SELECT CASE ( nsolv ) |
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137 | |
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138 | CASE ( 1 ) ! preconditioned conjugate gradient solver |
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139 | IF(lwp) WRITE(numout,*) ' use a preconditioned conjugate gradient solver' |
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140 | |
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141 | CASE ( 2 ) ! successive-over-relaxation solver |
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142 | IF(lwp) WRITE(numout,*) ' use a successive-over-relaxation solver' |
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143 | |
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144 | CASE ( 3 ) ! FETI solver |
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145 | IF(lwp) WRITE(numout,*) ' use the FETI solver' |
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146 | #if ! defined key_mpp |
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147 | IF(lwp) WRITE(numout,*) ' The FETI algorithm is used only with the key_mpp option' |
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148 | nstop = nstop + 1 |
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149 | #else |
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150 | IF( jpnij == 1 ) THEN |
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151 | IF(lwp) WRITE(numout,*) ' The FETI algorithm needs more than one processor' |
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152 | nstop = nstop + 1 |
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153 | ENDIF |
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154 | #endif |
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155 | |
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156 | CASE DEFAULT |
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157 | IF(lwp) WRITE(numout,cform_err) |
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158 | IF(lwp) WRITE(numout,*) ' bad flag value for nsolv = ', nsolv |
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159 | nstop = nstop + 1 |
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160 | |
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161 | END SELECT |
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162 | |
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163 | |
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164 | ! Construction of the elliptic system matrix |
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165 | ! ------------------------------------------ |
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166 | |
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167 | CALL sol_mat |
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168 | |
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169 | |
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170 | IF( l_isl ) THEN |
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171 | |
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172 | ! Islands in the domain |
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173 | ! --------------------- |
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174 | |
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175 | IF ( jpisl == 0 ) THEN |
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176 | IF(lwp)WRITE(numout,cform_err) |
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177 | IF(lwp)WRITE(numout,*) ' bad islands parameter jpisl =', jpisl |
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178 | nstop = nstop + 1 |
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179 | ENDIF |
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180 | |
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181 | ! open Island streamfunction statistic file |
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182 | CALL ctlopn( numisp, 'islands.stat', 'UNKNOWN', 'FORMATTED', 'SEQUENTIAL', & |
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183 | & 1 , numout , lwp , 1 ) |
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184 | |
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185 | CALL isl_dom ! Island identification |
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186 | |
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187 | CALL isl_bsf ! Island barotropic stream function |
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188 | |
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189 | CALL isl_mat ! Comput and invert the island matrix |
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190 | |
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191 | ! mbathy set to the number of w-level (minimum value 2) |
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192 | DO jj = 1, jpj |
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193 | DO ji = 1, jpi |
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194 | mbathy(ji,jj) = MAX( 1, mbathy(ji,jj) ) + 1 |
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195 | END DO |
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196 | END DO |
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197 | |
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198 | ENDIF |
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199 | |
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200 | END SUBROUTINE solver_init |
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201 | |
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202 | !!====================================================================== |
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203 | END MODULE solver |
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