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edhill |
1.16 |
C $Header: /u/gcmpack/MITgcm/model/src/calc_gw.F,v 1.15 2004/05/25 07:48:22 mlosch Exp $ |
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cnh |
1.9 |
C !DESCRIPTION: \bv |
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jmc |
1.7 |
C $Name: $ |
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edhill |
1.10 |
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#include "PACKAGES_CONFIG.h" |
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adcroft |
1.1 |
#include "CPP_OPTIONS.h" |
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cnh |
1.9 |
CBOP |
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C !ROUTINE: CALC_GW |
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C !INTERFACE: |
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adcroft |
1.1 |
SUBROUTINE CALC_GW( |
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I myThid) |
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cnh |
1.9 |
C !DESCRIPTION: \bv |
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C *==========================================================* |
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C | S/R CALC_GW |
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C | o Calculate vert. velocity tendency terms ( NH, QH only ) |
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C *==========================================================* |
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C | In NH and QH, the vertical momentum tendency must be |
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C | calculated explicitly and included as a source term |
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C | for a 3d pressure eqn. Calculate that term here. |
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C | This routine is not used in HYD calculations. |
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C *==========================================================* |
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C \ev |
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C !USES: |
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adcroft |
1.1 |
IMPLICIT NONE |
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C == Global variables == |
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#include "SIZE.h" |
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#include "DYNVARS.h" |
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#include "EEPARAMS.h" |
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#include "PARAMS.h" |
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#include "GRID.h" |
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#include "GW.h" |
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#include "CG3D.h" |
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cnh |
1.9 |
C !INPUT/OUTPUT PARAMETERS: |
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adcroft |
1.1 |
C == Routine arguments == |
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C myThid - Instance number for this innvocation of CALC_GW |
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INTEGER myThid |
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adcroft |
1.3 |
#ifdef ALLOW_NONHYDROSTATIC |
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cnh |
1.9 |
C !LOCAL VARIABLES: |
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adcroft |
1.1 |
C == Local variables == |
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cnh |
1.9 |
C bi, bj, :: Loop counters |
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C iMin, iMax, |
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C jMin, jMax |
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C flx_NS :: Temp. used for fVol meridional terms. |
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C flx_EW :: Temp. used for fVol zonal terms. |
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C flx_Up :: Temp. used for fVol vertical terms. |
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C flx_Dn :: Temp. used for fVol vertical terms. |
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adcroft |
1.1 |
INTEGER bi,bj,iMin,iMax,jMin,jMax |
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_RL flx_NS(1-OLx:sNx+OLx,1-OLy:sNy+OLy,nSx,nSy) |
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_RL flx_EW(1-OLx:sNx+OLx,1-OLy:sNy+OLy,nSx,nSy) |
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_RL flx_Dn(1-OLx:sNx+OLx,1-OLy:sNy+OLy,nSx,nSy) |
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_RL flx_Up(1-OLx:sNx+OLx,1-OLy:sNy+OLy,nSx,nSy) |
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C I,J,K - Loop counters |
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adcroft |
1.4 |
INTEGER i,j,k, kP1, kUp |
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adcroft |
1.1 |
_RL wOverride |
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mlosch |
1.15 |
_RS hFacWtmp |
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_RS hFacStmp |
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adcroft |
1.1 |
_RL ab15,ab05 |
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jmc |
1.12 |
_RL slipSideFac |
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adcroft |
1.1 |
_RL tmp_VbarZ, tmp_UbarZ, tmp_WbarZ |
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_RL Half |
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PARAMETER(Half=0.5D0) |
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cnh |
1.9 |
CEOP |
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edhill |
1.10 |
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ceh3 needs an IF ( useNONHYDROSTATIC ) THEN |
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adcroft |
1.1 |
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mlosch |
1.14 |
iMin = 1 |
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iMax = sNx |
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jMin = 1 |
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jMax = sNy |
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adcroft |
1.1 |
C Adams-Bashforth timestepping weights |
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jmc |
1.11 |
ab15 = 1.5 _d 0 + abeps |
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ab05 = -0.5 _d 0 - abeps |
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C Lateral friction (no-slip, free slip, or half slip): |
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IF ( no_slip_sides ) THEN |
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mlosch |
1.15 |
slipSideFac = -1. _d 0 |
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jmc |
1.11 |
ELSE |
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mlosch |
1.15 |
slipSideFac = 1. _d 0 |
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jmc |
1.11 |
ENDIF |
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mlosch |
1.15 |
CML half slip was used before ; keep it for now, but half slip is |
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CML not used anywhere in the code as far as I can see |
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mlosch |
1.14 |
C slipSideFac = 0. _d 0 |
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jmc |
1.11 |
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adcroft |
1.1 |
DO bj=myByLo(myThid),myByHi(myThid) |
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DO bi=myBxLo(myThid),myBxHi(myThid) |
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DO K=1,Nr |
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DO j=1-OLy,sNy+OLy |
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DO i=1-OLx,sNx+OLx |
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jmc |
1.8 |
gWNM1(i,j,k,bi,bj) = gW(i,j,k,bi,bj) |
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adcroft |
1.1 |
gW(i,j,k,bi,bj) = 0. |
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ENDDO |
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ENDDO |
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ENDDO |
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ENDDO |
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ENDDO |
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C Catch barotropic mode |
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IF ( Nr .LT. 2 ) RETURN |
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C For each tile |
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DO bj=myByLo(myThid),myByHi(myThid) |
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DO bi=myBxLo(myThid),myBxHi(myThid) |
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C Boundaries condition at top |
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mlosch |
1.14 |
DO J=jMin,jMax |
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DO I=iMin,iMax |
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adcroft |
1.1 |
Flx_Dn(I,J,bi,bj)=0. |
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ENDDO |
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ENDDO |
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C Sweep down column |
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DO K=2,Nr |
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Kp1=K+1 |
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wOverRide=1. |
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if (K.EQ.Nr) then |
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Kp1=Nr |
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wOverRide=0. |
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endif |
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C Flux on Southern face |
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mlosch |
1.14 |
DO J=jMin,jMax+1 |
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DO I=iMin,iMax |
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mlosch |
1.15 |
C First compute the fraction of open water for the w-control volume |
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C at the southern face |
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edhill |
1.16 |
hFacStmp=max(hFacS(I,J,K-1,bi,bj)-Half,0. _d 0) |
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mlosch |
1.15 |
& + min(hFacS(I,J,K ,bi,bj),Half) |
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adcroft |
1.1 |
tmp_VbarZ=Half*( |
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& _hFacS(I,J,K-1,bi,bj)*vVel( I ,J,K-1,bi,bj) |
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& +_hFacS(I,J, K ,bi,bj)*vVel( I ,J, K ,bi,bj)) |
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Flx_NS(I,J,bi,bj)= |
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& tmp_VbarZ*Half*(wVel(I,J,K,bi,bj)+wVel(I,J-1,K,bi,bj)) |
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jmc |
1.11 |
& -viscAh*_recip_dyC(I,J,bi,bj) |
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mlosch |
1.15 |
& *(hFacStmp*(wVel(I,J,K,bi,bj)-wVel(I,J-1,K,bi,bj)) |
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& +(1. _d 0 - hFacStmp)*(1. _d 0 - slipSideFac) |
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& *wVel(I,J,K,bi,bj)) |
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C The last term is the weighted average of the viscous stress at the open |
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C fraction of the w control volume and at the closed fraction of the |
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C the control volume. A more compact but less intelligible version |
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C of the last three lines is: |
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CML & *( (1 _d 0 - slipSideFac*(1 _d 0 - hFacStmp)) |
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CML & *wVel(I,J,K,bi,bi) + hFacStmp*wVel(I,J-1,K,bi,bj) ) |
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adcroft |
1.1 |
ENDDO |
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ENDDO |
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C Flux on Western face |
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mlosch |
1.14 |
DO J=jMin,jMax |
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DO I=iMin,iMax+1 |
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mlosch |
1.15 |
C First compute the fraction of open water for the w-control volume |
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C at the western face |
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edhill |
1.16 |
hFacWtmp=max(hFacW(I,J,K-1,bi,bj)-Half,0. _d 0) |
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mlosch |
1.15 |
& + min(hFacW(I,J,K ,bi,bj),Half) |
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tmp_UbarZ=Half*( |
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adcroft |
1.1 |
& _hFacW(I,J,K-1,bi,bj)*uVel( I ,J,K-1,bi,bj) |
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& +_hFacW(I,J, K ,bi,bj)*uVel( I ,J, K ,bi,bj)) |
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Flx_EW(I,J,bi,bj)= |
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& tmp_UbarZ*Half*(wVel(I,J,K,bi,bj)+wVel(I-1,J,K,bi,bj)) |
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jmc |
1.11 |
& -viscAh*_recip_dxC(I,J,bi,bj) |
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mlosch |
1.15 |
& *(hFacWtmp*(wVel(I,J,K,bi,bj)-wVel(I-1,J,K,bi,bj)) |
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& +(1 _d 0 - hFacWtmp)*(1 _d 0 - slipSideFac) |
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& *wVel(I,J,K,bi,bj) ) |
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C The last term is the weighted average of the viscous stress at the open |
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C fraction of the w control volume and at the closed fraction of the |
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C the control volume. A more compact but less intelligible version |
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C of the last three lines is: |
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CML & *( (1 _d 0 - slipSideFac*(1 _d 0 - hFacWtmp)) |
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CML & *wVel(I,J,K,bi,bi) + hFacWtmp*wVel(I-1,J,K,bi,bj) ) |
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adcroft |
1.1 |
ENDDO |
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ENDDO |
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C Flux on Lower face |
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mlosch |
1.14 |
DO J=jMin,jMax |
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DO I=iMin,iMax |
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adcroft |
1.1 |
Flx_Up(I,J,bi,bj)=Flx_Dn(I,J,bi,bj) |
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mlosch |
1.14 |
tmp_WbarZ=Half*(wVel(I,J,K,bi,bj) |
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& +wOverRide*wVel(I,J,Kp1,bi,bj)) |
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adcroft |
1.1 |
Flx_Dn(I,J,bi,bj)= |
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& tmp_WbarZ*tmp_WbarZ |
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jmc |
1.11 |
& -viscAr*recip_drF(K) |
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& *( wVel(I,J,K,bi,bj)-wOverRide*wVel(I,J,Kp1,bi,bj) ) |
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adcroft |
1.1 |
ENDDO |
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ENDDO |
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C Divergence of fluxes |
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mlosch |
1.14 |
DO J=jMin,jMax |
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DO I=iMin,iMax |
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adcroft |
1.1 |
gW(I,J,K,bi,bj) = 0. |
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& -( |
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& +_recip_dxF(I,J,bi,bj)*( |
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& Flx_EW(I+1,J,bi,bj)-Flx_EW(I,J,bi,bj) ) |
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& +_recip_dyF(I,J,bi,bj)*( |
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& Flx_NS(I,J+1,bi,bj)-Flx_NS(I,J,bi,bj) ) |
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& +recip_drC(K) *( |
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& Flx_Up(I,J,bi,bj) -Flx_Dn(I,J,bi,bj) ) |
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& ) |
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caja * recip_hFacU(I,J,K,bi,bj) |
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caja NOTE: This should be included |
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caja but we need an hFacUW (above U points) |
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caja and an hFacUS (above V points) too... |
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ENDDO |
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ENDDO |
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ENDDO |
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ENDDO |
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ENDDO |
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DO bj=myByLo(myThid),myByHi(myThid) |
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DO bi=myBxLo(myThid),myBxHi(myThid) |
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DO K=2,Nr |
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mlosch |
1.14 |
DO j=jMin,jMax |
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DO i=iMin,iMax |
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adcroft |
1.1 |
wVel(i,j,k,bi,bj) = wVel(i,j,k,bi,bj) |
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& +deltatMom*( ab15*gW(i,j,k,bi,bj) |
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& +ab05*gWNM1(i,j,k,bi,bj) ) |
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IF (hFacC(I,J,K,bi,bj).EQ.0.) wVel(i,j,k,bi,bj)=0. |
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ENDDO |
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ENDDO |
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adcroft |
1.4 |
ENDDO |
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ENDDO |
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ENDDO |
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adcroft |
1.5 |
#ifdef ALLOW_OBCS |
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IF (useOBCS) THEN |
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adcroft |
1.4 |
C-- This call is aesthetic: it makes the W field |
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C consistent with the OBs but this has no algorithmic |
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C impact. This is purely for diagnostic purposes. |
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adcroft |
1.5 |
DO bj=myByLo(myThid),myByHi(myThid) |
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DO bi=myBxLo(myThid),myBxHi(myThid) |
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DO K=1,Nr |
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CALL OBCS_APPLY_W( bi, bj, K, wVel, myThid ) |
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ENDDO |
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adcroft |
1.1 |
ENDDO |
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ENDDO |
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adcroft |
1.5 |
ENDIF |
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#endif /* ALLOW_OBCS */ |
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adcroft |
1.1 |
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#endif /* ALLOW_NONHYDROSTATIC */ |
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RETURN |
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END |
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