/[MITgcm]/MITgcm/model/src/solve_for_pressure.F
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Contents of /MITgcm/model/src/solve_for_pressure.F

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Revision 1.10 - (show annotations) (download)
Mon May 24 14:15:15 1999 UTC (25 years ago) by adcroft
Branch: MAIN
Changes since 1.9: +5 -1 lines
Moved the final exchange of pressure (cg2d_x or cg3d_x) from the
solve to solve_for_pressure.F so that the adjoint knows whats
going on.

1 C $Header: /u/gcmpack/models/MITgcmUV/model/src/solve_for_pressure.F,v 1.9 1999/03/22 15:54:05 adcroft Exp $
2
3 #include "CPP_OPTIONS.h"
4
5 CStartOfInterface
6 SUBROUTINE SOLVE_FOR_PRESSURE( myThid )
7 C /==========================================================\
8 C | SUBROUTINE SOLVE_FOR_PRESSURE |
9 C | o Controls inversion of two and/or three-dimensional |
10 C | elliptic problems for the pressure field. |
11 C \==========================================================/
12 IMPLICIT NONE
13
14 C == Global variables
15 #include "SIZE.h"
16 #include "EEPARAMS.h"
17 #include "PARAMS.h"
18 #include "DYNVARS.h"
19 #include "CG2D.h"
20 #ifdef ALLOW_NONHYDROSTATIC
21 #include "CG3D.h"
22 #include "GW.h"
23 #include "OBCS.h"
24 #include "GRID.h"
25 #endif
26
27 C == Routine arguments ==
28 C myThid - Number of this instance of SOLVE_FOR_PRESSURE
29 INTEGER myThid
30 CEndOfInterface
31
32 C Local variables
33 INTEGER i,j,k,bi,bj
34 #ifdef ALLOW_NONHYDROSTATIC
35 _RS uf(1-Olx:sNx+Olx,1-Oly:sNy+Oly)
36 _RS vf(1-Olx:sNx+Olx,1-Oly:sNy+Oly)
37 #endif
38
39 #ifdef INCLUDE_CD_CODE
40 C-- Save previous solution.
41 DO bj=myByLo(myThid),myByHi(myThid)
42 DO bi=myBxLo(myThid),myBxHi(myThid)
43 DO j=1-OLy,sNy+OLy
44 DO i=1-OLx,sNx+OLx
45 cg2d_xNM1(i,j,bi,bj) = cg2d_x(i,j,bi,bj)
46 ENDDO
47 ENDDO
48 ENDDO
49 ENDDO
50 #endif
51
52 C-- Find the surface pressure using a two-dimensional conjugate
53 C-- gradient solver.
54 C see CG2D.h for the interface to this routine.
55 CALL CG2D(
56 I cg2d_b,
57 U cg2d_x,
58 I myThid )
59
60 _EXCH_XY_R8(cg2d_x, myThid )
61
62 #ifdef ALLOW_NONHYDROSTATIC
63 IF ( nonHydrostatic ) THEN
64
65 C-- Solve for a three-dimensional pressure term (NH or IGW or both ).
66 C see CG3D.h for the interface to this routine.
67 DO bj=myByLo(myThid),myByHi(myThid)
68 DO bi=myBxLo(myThid),myBxHi(myThid)
69 DO j=1,sNy+1
70 DO i=1,sNx+1
71 uf(i,j)=-gBaro*_recip_dxC(i,j,bi,bj)*
72 & (cg2d_x(i,j,bi,bj)-cg2d_x(i-1,j,bi,bj))
73 vf(i,j)=-gBaro*_recip_dyC(i,j,bi,bj)*
74 & (cg2d_x(i,j,bi,bj)-cg2d_x(i,j-1,bi,bj))
75 ENDDO
76 ENDDO
77
78 IF (openBoundaries) THEN
79 DO i=1,sNx+1
80 C Northern boundary
81 IF (OB_Jn(I,bi,bj).NE.0) THEN
82 uf(I,OB_Jn(I,bi,bj))=0.
83 vf(I,OB_Jn(I,bi,bj))=0.
84 ENDIF
85 C Southern boundary
86 IF (OB_Js(I,bi,bj).NE.0) THEN
87 uf(I,OB_Js(I,bi,bj))=0.
88 vf(I,OB_Js(I,bi,bj)+1)=0.
89 ENDIF
90 ENDDO
91 DO j=1,sNy+1
92 C Eastern boundary
93 IF (OB_Ie(J,bi,bj).NE.0) THEN
94 uf(OB_Ie(J,bi,bj),J)=0.
95 vf(OB_Ie(J,bi,bj),J)=0.
96 ENDIF
97 C Western boundary
98 IF (OB_Iw(J,bi,bj).NE.0) THEN
99 uf(OB_Iw(J,bi,bj)+1,J)=0.
100 vf(OB_Iw(J,bi,bj),J)=0.
101 ENDIF
102 ENDDO
103 ENDIF
104
105 DO K=1,Nr
106 DO j=1,sNy
107 DO i=1,sNx
108 c cg3d_x(i,j,k,bi,bj) = 0.
109 cg3d_b(i,j,k,bi,bj) = cg3d_b(i,j,k,bi,bj)
110 & +dRF(K)*dYG(i+1,j,bi,bj)*hFacW(i+1,j,k,bi,bj)*uf(i+1,j)
111 & -dRF(K)*dYG( i ,j,bi,bj)*hFacW( i ,j,k,bi,bj)*uf( i ,j)
112 & +dRF(K)*dXG(i,j+1,bi,bj)*hFacS(i,j+1,k,bi,bj)*vf(i,j+1)
113 & -dRF(K)*dXG(i, j ,bi,bj)*hFacS(i, j ,k,bi,bj)*vf(i, j )
114 ENDDO
115 ENDDO
116 ENDDO
117
118 ENDDO ! bi
119 ENDDO ! bj
120
121 CALL CG3D( myThid )
122
123 _EXCH_XYZ_R8(cg3d_x, myThid )
124
125 ENDIF
126 #endif
127
128 RETURN
129 END

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