| 1 |
adcroft |
1.9 |
C $Header: /u/gcmpack/models/MITgcmUV/model/src/calc_div_ghat.F,v 1.8 1999/03/22 15:54:03 adcroft Exp $ |
| 2 |
cnh |
1.1 |
|
| 3 |
cnh |
1.6 |
#include "CPP_OPTIONS.h" |
| 4 |
cnh |
1.1 |
|
| 5 |
|
|
C /==========================================================\ |
| 6 |
|
|
C | S/R CALC_DIV_GHAT | |
| 7 |
|
|
C | o Form the right hand-side of the surface pressure eqn. | |
| 8 |
adcroft |
1.9 |
C |==========================================================| |
| 9 |
cnh |
1.1 |
C \==========================================================/ |
| 10 |
|
|
SUBROUTINE CALC_DIV_GHAT( |
| 11 |
|
|
I bi,bj,iMin,iMax,jMin,jMax, |
| 12 |
|
|
I K, |
| 13 |
|
|
I xA,yA, |
| 14 |
|
|
I myThid) |
| 15 |
|
|
|
| 16 |
|
|
IMPLICIT NONE |
| 17 |
|
|
|
| 18 |
|
|
C == Global variables == |
| 19 |
|
|
#include "SIZE.h" |
| 20 |
|
|
#include "DYNVARS.h" |
| 21 |
|
|
#include "FFIELDS.h" |
| 22 |
|
|
#include "EEPARAMS.h" |
| 23 |
|
|
#include "PARAMS.h" |
| 24 |
|
|
#include "GRID.h" |
| 25 |
|
|
#include "CG2D.h" |
| 26 |
adcroft |
1.8 |
#ifdef ALLOW_NONHYDROSTATIC |
| 27 |
|
|
#include "CG3D.h" |
| 28 |
|
|
#endif |
| 29 |
cnh |
1.1 |
|
| 30 |
|
|
C == Routine arguments == |
| 31 |
|
|
C bi, bj, iMin, iMax, jMin, jMax - Range of points for which calculation |
| 32 |
|
|
C results will be set. |
| 33 |
adcroft |
1.9 |
C k - Index of layer. |
| 34 |
|
|
C xA, yA - Cell face areas |
| 35 |
cnh |
1.1 |
C myThid - Instance number for this innvocation of CALC_MOM_RHS |
| 36 |
|
|
INTEGER bi,bj,iMin,iMax,jMin,jMax |
| 37 |
|
|
INTEGER K |
| 38 |
|
|
_RS xA (1-OLx:sNx+OLx,1-OLy:sNy+OLy) |
| 39 |
|
|
_RS yA (1-OLx:sNx+OLx,1-OLy:sNy+OLy) |
| 40 |
|
|
INTEGER myThid |
| 41 |
|
|
|
| 42 |
|
|
C == Local variables == |
| 43 |
|
|
INTEGER i,j |
| 44 |
|
|
_RL pf (1-OLx:sNx+OLx,1-OLy:sNy+OLy) |
| 45 |
|
|
|
| 46 |
|
|
C-- Pressure equation source term |
| 47 |
|
|
C Term is the vertical integral of the divergence of the |
| 48 |
|
|
C time tendency terms along with a relaxation term that |
| 49 |
|
|
C pulls div(U) + dh/dt back toward zero. |
| 50 |
|
|
|
| 51 |
cnh |
1.2 |
IF ( k .EQ. Nr ) THEN |
| 52 |
cnh |
1.1 |
C Initialise source term on first pass |
| 53 |
|
|
DO j=jMin,jMax |
| 54 |
|
|
DO i=iMin,iMax |
| 55 |
|
|
cg2d_b(i,j,bi,bj) = |
| 56 |
adcroft |
1.7 |
& freeSurfFac*_rA(i,j,bi,bj)*horiVertRatio*( |
| 57 |
|
|
& -cg2d_x(I,J,bi,bj)/deltaTMom/deltaTMom |
| 58 |
|
|
#ifdef USE_NATURAL_BCS |
| 59 |
|
|
& +EmPmR(I,J,bi,bj)/deltaTMom |
| 60 |
|
|
#endif |
| 61 |
|
|
& ) |
| 62 |
cnh |
1.1 |
ENDDO |
| 63 |
|
|
ENDDO |
| 64 |
|
|
ENDIF |
| 65 |
|
|
|
| 66 |
|
|
DO j=jMin,jMax |
| 67 |
|
|
DO i=iMin,iMax |
| 68 |
|
|
pf(i,j) = xA(i,j)*gUNm1(i,j,k,bi,bj) / deltaTmom |
| 69 |
|
|
ENDDO |
| 70 |
|
|
ENDDO |
| 71 |
|
|
DO j=1,sNy |
| 72 |
|
|
DO i=1,sNx |
| 73 |
adcroft |
1.8 |
cg2d_b(i,j,bi,bj) = cg2d_b(i,j,bi,bj) + |
| 74 |
cnh |
1.1 |
& pf(i+1,j)-pf(i,j) |
| 75 |
|
|
ENDDO |
| 76 |
|
|
ENDDO |
| 77 |
|
|
|
| 78 |
adcroft |
1.8 |
#ifdef ALLOW_NONHYDROSTATIC |
| 79 |
|
|
IF (nonHydrostatic) THEN |
| 80 |
|
|
DO j=1,sNy |
| 81 |
|
|
DO i=1,sNx |
| 82 |
|
|
cg3d_b(i,j,k,bi,bj) = pf(i+1,j)-pf(i,j) |
| 83 |
|
|
ENDDO |
| 84 |
|
|
ENDDO |
| 85 |
|
|
ENDIF |
| 86 |
|
|
#endif |
| 87 |
|
|
|
| 88 |
cnh |
1.1 |
DO j=jMin,jMax |
| 89 |
|
|
DO i=iMin,iMax |
| 90 |
|
|
pf(i,j) = yA(i,j)*gVNm1(i,j,k,bi,bj) / deltatmom |
| 91 |
|
|
ENDDO |
| 92 |
|
|
ENDDO |
| 93 |
|
|
|
| 94 |
|
|
DO j=1,sNy |
| 95 |
|
|
DO i=1,sNx |
| 96 |
adcroft |
1.8 |
cg2d_b(i,j,bi,bj) = cg2d_b(i,j,bi,bj) + |
| 97 |
cnh |
1.1 |
& pf(i,j+1)-pf(i,j) |
| 98 |
|
|
ENDDO |
| 99 |
|
|
ENDDO |
| 100 |
cnh |
1.4 |
|
| 101 |
adcroft |
1.8 |
#ifdef ALLOW_NONHYDROSTATIC |
| 102 |
|
|
IF (nonHydrostatic) THEN |
| 103 |
|
|
DO j=1,sNy |
| 104 |
|
|
DO i=1,sNx |
| 105 |
|
|
cg3d_b(i,j,k,bi,bj) = cg3d_b(i,j,k,bi,bj) + |
| 106 |
|
|
& pf(i,j+1)-pf(i,j) |
| 107 |
|
|
ENDDO |
| 108 |
|
|
ENDDO |
| 109 |
|
|
ENDIF |
| 110 |
|
|
#endif |
| 111 |
cnh |
1.1 |
|
| 112 |
|
|
RETURN |
| 113 |
|
|
END |
Parent Directory
| 
Revision Log
| 
Revision Graph