1 | SUBROUTINE GWSTRESS |
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2 | * ( klon , klev |
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3 | * , KKCRIT, KSECT, KKHLIM, KTEST, KKCRITH, KCRIT, kkenvh |
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4 | * , kknu |
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5 | * , PRHO , PSTAB, PVPH , PVAR ,PVARor, psig |
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6 | * , PTFR , PTAU |
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7 | * ,pgeom1 , pgamma, pd1 , pd2 ,pdmod ,pnu ) |
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8 | C |
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9 | C**** *GWSTRESS* |
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10 | C |
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11 | C PURPOSE. |
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12 | C -------- |
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13 | C |
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14 | C** INTERFACE. |
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15 | C ---------- |
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16 | C CALL *GWSTRESS* FROM *GWDRAG* |
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17 | C |
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18 | C EXPLICIT ARGUMENTS : |
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19 | C -------------------- |
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20 | C ==== INPUTS === |
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21 | C ==== OUTPUTS === |
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22 | C |
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23 | C IMPLICIT ARGUMENTS : NONE |
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24 | C -------------------- |
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25 | C |
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26 | C METHOD. |
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27 | C ------- |
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28 | C |
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29 | C |
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30 | C EXTERNALS. |
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31 | C ---------- |
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32 | C |
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33 | C |
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34 | C REFERENCE. |
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35 | C ---------- |
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36 | C |
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37 | C SEE ECMWF RESEARCH DEPARTMENT DOCUMENTATION OF THE "I.F.S." |
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38 | C |
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39 | C AUTHOR. |
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40 | C ------- |
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41 | C |
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42 | C MODIFICATIONS. |
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43 | C -------------- |
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44 | C F. LOTT PUT THE NEW GWD ON IFS 22/11/93 |
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45 | C |
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46 | C----------------------------------------------------------------------- |
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47 | use dimradmars_mod, only: ndlo2 |
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48 | implicit none |
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49 | integer klon,klev,kidia,kfdia |
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50 | |
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51 | #include "yoegwd.h" |
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52 | |
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53 | C----------------------------------------------------------------------- |
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54 | C |
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55 | C* 0.1 ARGUMENTS |
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56 | C --------- |
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57 | C |
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58 | INTEGER KKCRIT(NDLO2),KKCRITH(NDLO2),KCRIT(NDLO2),KSECT(NDLO2), |
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59 | * KKHLIM(NDLO2),KTEST(NDLO2),KKENVH(NDLO2),KKNU(NDLO2) |
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60 | C |
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61 | REAL PRHO(NDLO2,klev+1),PSTAB(NDLO2,klev+1),PTAU(NDLO2,klev+1), |
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62 | * PVPH(NDLO2,klev+1),PVAR(NDLO2,4),PTFR(NDLO2), |
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63 | * pgeom1(NDLO2,klev),PVARor(NDLO2) |
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64 | C |
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65 | real pd1(NDLO2),pd2(NDLO2),pnu(NDLO2),psig(NDLO2),pgamma(NDLO2) |
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66 | real pdmod(NDLO2) |
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67 | C |
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68 | C----------------------------------------------------------------------- |
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69 | C |
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70 | C* 0.2 LOCAL ARRAYS |
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71 | C ------------ |
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72 | integer jl |
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73 | real zblock,zvar,zeff |
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74 | logical lo |
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75 | |
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76 | C |
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77 | C----------------------------------------------------------------------- |
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78 | C |
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79 | C* 0.3 FUNCTIONS |
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80 | C --------- |
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81 | C ------------------------------------------------------------------ |
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82 | C |
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83 | C* 1. INITIALIZATION |
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84 | C -------------- |
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85 | |
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86 | |
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87 | kidia=1 |
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88 | kfdia=klon |
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89 | |
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90 | |
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91 | C |
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92 | 100 CONTINUE |
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93 | C |
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94 | C* 3.1 GRAVITY WAVE STRESS. |
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95 | C |
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96 | 300 CONTINUE |
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97 | C |
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98 | C |
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99 | DO 301 JL=kidia,kfdia |
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100 | IF(KTEST(JL).EQ.1) THEN |
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101 | |
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102 | C EFFECTIVE MOUNTAIN HEIGHT ABOVE THE BLOCKED FLOW |
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103 | |
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104 | c IF(KKENVH(JL).EQ.KLEV)THEN |
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105 | ZBLOCK=0.0 |
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106 | c ELSE |
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107 | c ZBLOCK=(PGEOM1(JL,KKENVH(JL))+PGEOM1(JL,KKENVH(JL)+1))/2./RG |
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108 | c ENDIF |
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109 | |
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110 | ZVAR=PVAROR(JL) |
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111 | ZEFF=AMAX1(0.,2.*ZVAR-ZBLOCK) |
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112 | |
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113 | PTAU(JL,KLEV+1)=PRHO(JL,KLEV+1)*GKDRAG*psig(jl)*ZEFF**2 |
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114 | * /4./ZVAR*PVPH(JL,KLEV+1)*pdmod(jl)*sqrt(pstab(jl,klev+1)) |
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115 | |
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116 | C TOO SMALL VALUE OF STRESS OR LOW LEVEL FLOW INCLUDE CRITICAL LEVEL |
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117 | C OR LOW LEVEL FLOW: GRAVITY WAVE STRESS NUL. |
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118 | |
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119 | LO=(PTAU(JL,KLEV+1).LT.GTSEC).OR.(KCRIT(JL).GE.KKNU(JL)) |
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120 | * .OR.(PVPH(JL,KLEV+1).LT.GVCRIT) |
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121 | c IF(LO) PTAU(JL,KLEV+1)=0.0 |
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122 | |
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123 | ELSE |
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124 | |
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125 | PTAU(JL,KLEV+1)=0.0 |
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126 | |
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127 | ENDIF |
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128 | |
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129 | 301 CONTINUE |
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130 | C |
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131 | RETURN |
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132 | END |
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