SUBROUTINE MEMSLP_NMM(TPRES,QPRES,FIPRES) ! !$$$ SUBPROGRAM DOCUMENTATION BLOCK ! . . . ! SUBROUTINE: MEMSLP MEMBRANE SLP REDUCTION ! ! ABSTRACT: THIS ROUTINE COMPUTES THE SEA LEVEL PRESSURE ! REDUCTION USING THE MESINGER RELAXATION ! METHOD FOR SIGMA COORDINATES. ! A BY-PRODUCT IS THE ! SET OF VALUES FOR THE UNDERGROUND TEMPERATURES ! ON THE SPECIFIED PRESSURE LEVELS ! ! PROGRAM HISTORY LOG: ! 99-09-23 T BLACK - REWRITTEN FROM ROUTINE SLP (ETA ! COORDINATES) ! 02-07-26 H CHUANG - PARALLIZE AND MODIFIED FOR WRF A/C GRIDS ! ALSO REDUCE S.O.R. COEFF FROM 1.75 to 1.25 ! BECAUSE THERE WAS NUMERICAL INSTABILITY ! 02-08-21 H CHUANG - MODIFIED TO ALWAYS USE OLD TTV FOR RELAXATION ! SO THAT THERE WAS BIT REPRODUCIBILITY BETWEEN ! USING ONE AND MULTIPLE TASKS ! 13-12-06 H CHUANG - REMOVE EXTRA SMOOTHING OF SLP AT THE END ! ! USAGE: CALL SLPSIG FROM SUBROUITNE ETA2P ! ! INPUT ARGUMENT LIST: ! PD - SFC PRESSURE MINUS PTOP ! FIS - SURFACE GEOPOTENTIAL ! T - TEMPERATURE ! Q - SPECIFIC HUMIDITY ! FI - GEOPOTENTIAL ! PT - TOP PRESSURE OF DOMAIN ! ! OUTPUT ARGUMENT LIST: ! PSLP - THE FINAL REDUCED SEA LEVEL PRESSURE ARRAY ! ! SUBPROGRAMS CALLED: ! UNIQUE: ! NONE ! !----------------------------------------------------------------------- use vrbls3d, only: pint, zint, t, q use vrbls2d, only: pslp, fis use masks, only: lmh use params_mod, only: overrc, ad05, cft0, g, rd, d608, h1, kslpd use ctlblk_mod, only: jsta, jend, spl, num_procs, mpi_comm_comp, lsmp1, jsta_m2, jend_m2,& lm, jsta_m, jend_m, im, jsta_2l, jend_2u, im_jm, lsm, jm !- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - implicit none ! INCLUDE "mpif.h" !----------------------------------------------------------------------- integer, PARAMETER :: NFILL=0,NRLX1=500,NRLX2=100 !----------------------------------------------------------------------- real,dimension(IM,JSTA_2L:JEND_2U,LSM),intent(in) :: QPRES real,dimension(IM,JSTA_2L:JEND_2U,LSM),intent(inout) :: TPRES,FIPRES REAL :: TTV(IM,JSTA_2L:JEND_2U),TNEW(IM,JSTA_2L:JEND_2U) & ,SLPX(IM,JSTA_2L:JEND_2U) & ,P1(IM,JSTA_2L:JEND_2U),HTM2D(IM,JSTA_2L:JEND_2U) REAL :: HTMO(IM,JSTA_2L:JEND_2U,LSM) real P2,GZ1,GZ2,TLYR,SPLL,PCHK,PSFC,SLOPE,TVRT,DIS,TINIT !----------------------------------------------------------------------- !----------------------------------------------------------------------- INTEGER :: KMNTM(LSM),IMNT(IM_JM,LSM),JMNT(IM_JM,LSM) & ,LMHO(IM,JSTA_2L:JEND_2U) INTEGER :: IHE(JM),IHW(JM),IVE(JM),IVW(JM),IHS(JM),IHN(JM) integer ii,jj,I,J,L,N,KM,KS,KP,KMN,KMM,KOUNT,LP,LLMH,LHMNT & ,LMHIJ,LMAP1,LXXX,IERR,NRLX,IHH2 !----------------------------------------------------------------------- LOGICAL :: STDRD,DONE(IM,JSTA_2L:JEND_2U) !----------------------------------------------------------------------- STDRD=.FALSE. !----------------------------------------------------------------------- !*** !*** CALCULATE THE I-INDEX EAST-WEST INCREMENTS !*** ! ii=279 jj=314 DO J=1,JM IHE(J)=MOD(J+1,2) IHW(J)=IHE(J)-1 ENDDO print*,'relaxation coeff= ',OVERRC !----------------------------------------------------------------------- !*** !*** INITIALIZE ARRAYS. LOAD SLP ARRAY WITH SURFACE PRESSURE. !*** !$omp parallel do DO J=JSTA,JEND DO I=1,IM LLMH=NINT(LMH(I,J)) PSLP(I,J)=PINT(I,J,LLMH+1) if(i.eq.ii.and.j.eq.jj)print*,'Debug: FIS,IC for PSLP=' & ,FIS(i,j),PSLP(I,J) TTV(I,J)=0. LMHO(I,J)=0 DONE(I,J)=.FALSE. ENDDO ENDDO ! !*** CALCULATE SEA LEVEL PRESSURE FOR PROFILES (AND POSSIBLY !*** FOR POSTING BY POST PROCESSOR). ! !*** "STDRD" REFERS TO THE "STANDARD" SLP REDUCTION SCHEME. ! IF(STDRD)GO TO 400 !-------------------------------------------------------------------- !*** !*** CREATE A 3-D "HEIGHT MASK" FOR THE SPECIFIED PRESSURE LEVELS !*** (1 => ABOVE GROUND) AND A 2-D INDICATOR ARRAY THAT SAYS !*** WHICH PRESSURE LEVEL IS THE LOWEST ONE ABOVE THE GROUND !*** DO 100 L=1,LSM SPLL=SPL(L) ! DO J=JSTA,JEND DO I=1,IM PSFC=PSLP(I,J) PCHK=PSFC IF(NFILL.GT.0)THEN PCHK=PINT(I,J,NINT(LMH(I,J))+1-NFILL) ENDIF ! IF(SM(I,J).GT.0.5.AND.FIS(I,J).LT.1.)PCHK=PSLP(I,J) IF(FIS(I,J).LT.1.)PCHK=PSLP(I,J) ! ! IF(SPLL.LT.PSFC)THEN IF(SPLL.LT.PCHK)THEN HTMO(I,J,L)=1. ELSE HTMO(I,J,L)=0. IF(L.GT.1.AND.HTMO(I,J,L-1).GT.0.5)LMHO(I,J)=L-1 ENDIF ! IF(L.EQ.LSM.AND.HTMO(I,J,L).GT.0.5)LMHO(I,J)=LSM if(i.eq.ii.and.j.eq.jj)print*,'Debug: HTMO= ',HTMO(I,J,L) ENDDO ENDDO ! 100 CONTINUE ! if(jj.ge.jsta.and.jj.le.jend) ! +print*,'Debug: LMHO=',LMHO(ii,jj) !-------------------------------------------------------------------- !*** !*** WE REACH THIS LINE IF WE WANT THE MESINGER ETA SLP REDUCTION !*** BASED ON RELAXATION TEMPERATURES. THE FIRST STEP IS TO !*** FIND THE HIGHEST LAYER CONTAINING MOUNTAINS. !*** DO 210 L=LSM,1,-1 ! DO J=JSTA,JEND DO I=1,IM IF(HTMO(I,J,L).LT.0.5)GO TO 210 ENDDO ENDDO ! LHMNT=L+1 GO TO 220 210 CONTINUE ! 220 CONTINUE print*,'Debug in SLP: LHMNT=',LHMNT if ( num_procs .gt. 1 ) then CALL MPI_ALLREDUCE & (LHMNT,LXXX,1,MPI_INTEGER,MPI_MIN,MPI_COMM_COMP,IERR) LHMNT = LXXX end if IF(LHMNT.EQ.LSMP1)THEN GO TO 325 ENDIF print*,'Debug in SLP: LHMNT A ALLREDUCE=',LHMNT !*** !*** NOW GATHER THE ADDRESSES OF ALL THE UNDERGROUND POINTS. !*** !$omp parallel do private(kmn,kount) DO 250 L=LHMNT,LSM KMN=0 KMNTM(L)=0 KOUNT=0 DO 240 J=JSTA_M2,JEND_M2 ! DO 240 J=JSTA_M,JEND_M DO 240 I=2,IM-1 KOUNT=KOUNT+1 IMNT(KOUNT,L)=0 JMNT(KOUNT,L)=0 IF(HTMO(I,J,L).GT.0.5)GO TO 240 KMN=KMN+1 IMNT(KMN,L)=I JMNT(KMN,L)=J 240 CONTINUE KMNTM(L)=KMN 250 CONTINUE ! ! !*** CREATE A TEMPORARY TV ARRAY, AND FOLLOW BY SEQUENTIAL !*** OVERRELAXATION, DOING NRLX PASSES. ! ! IF(NTSD.EQ.1)THEN NRLX=NRLX1 ! ELSE ! NRLX=NRLX2 ! ENDIF ! !$omp parallel do private(i,j,tinit,ttv) DO 300 L=LHMNT,LSM ! DO 270 J=JSTA,JEND DO 270 I=1,IM TTV(I,J)=TPRES(I,J,L) IF(TTV(I,J).lt.150. .and. TTV(I,J).gt.325.0)print* & ,'abnormal IC for T relaxation',i,j,TTV(I,J) HTM2D(I,J)=HTMO(I,J,L) 270 CONTINUE ! !*** FOR GRID BOXES NEXT TO MOUNTAINS, COMPUTE TV TO USE AS !*** BOUNDARY CONDITIONS FOR THE RELAXATION UNDERGROUND ! CALL EXCH2(HTM2D(1,JSTA_2L)) !NEED TO EXCHANGE TWO ROW FOR E GRID DO J=JSTA_M2,JEND_M2 DO I=2,IM-1 IF(HTM2D(I,J).GT.0.5.AND.HTM2D(I+IHW(J),J-1)*HTM2D(I+IHE(J),J-1) & *HTM2D(I+IHW(J),J+1)*HTM2D(I+IHE(J),J+1) & *HTM2D(I-1 ,J )*HTM2D(I+1 ,J ) & *HTM2D(I ,J-2)*HTM2D(I ,J+2).LT.0.5)THEN !HC MODIFICATION FOR C AND A GRIDS !HC IF(HTM2D(I,J).GT.0.5.AND. !HC 1 HTM2D(I-1,J)*HTM2D(I+1,J) !HC 2 *HTM2D(I,J-1)*HTM2D(I,J+1) !HC 3 *HTM2D(I-1,J-1)*HTM2D(I+1,J-1) !HC 4 *HTM2D(I-1,J+1)*HTM2D(I+1,J+1).LT.0.5)THEN ! TTV(I,J)=TPRES(I,J,L)*(1.+0.608*QPRES(I,J,L)) ENDIF ! if(i.eq.ii.and.j.eq.jj)print*,'Debug:L,TTV B SMOO= ',l,TTV(I,J) ENDDO ENDDO ! KMM=KMNTM(L) ! DO 285 N=1,NRLX CALL EXCH2(TTV(1,JSTA_2L)) ! print*,'Debug:L,KMM=',L,KMM DO 280 KM=1,KMM I=IMNT(KM,L) J=JMNT(KM,L) TINIT=TTV(I,J) TNEW(I,J)=AD05*(4.*(TTV(I+IHW(J),J-1)+TTV(I+IHE(J),J-1) & +TTV(I+IHW(J),J+1)+TTV(I+IHE(J),J+1)) & +TTV(I-1,J) +TTV(I+1,J) & +TTV(I,J-2) +TTV(I,J+2)) & -CFT0*TTV(I,J) !HC MODIFICATION FOR C AND A GRIDS ! eight point relaxation using old TTV !HC TNEW(I,J)=AD05*(4.*(TTV(I-1,J)+TTV(I+1,J) !HC 1 +TTV(I,J-1)+TTV(I,J+1)) !HC 2 +TTV(I-1,J-1)+TTV(I+1,J-1) !HC 3 +TTV(I-1,J+1)+TTV(I+1,J+1)) !HC 4 -CFT0*TTV(I,J) ! ! if(i.eq.ii.and.j.eq.jj)print*,'Debug: L,TTV A S' ! 1,l,TTV(I,J),N ! 1,l,TNEW(I,J),N 280 CONTINUE ! DO KM=1,KMM I=IMNT(KM,L) J=JMNT(KM,L) TTV(I,J)=TNEW(I,J) END DO 285 CONTINUE ! DO 290 KM=1,KMM I=IMNT(KM,L) J=JMNT(KM,L) TPRES(I,J,L)=TTV(I,J) 290 CONTINUE 300 CONTINUE !---------------------------------------------------------------- !*** !*** CALCULATE THE SEA LEVEL PRESSURE AS PER THE NEW SCHEME. !*** INTEGRATE THE HYDROSTATIC EQUATION DOWNWARD FROM THE !*** GROUND THROUGH EACH OUTPUT PRESSURE LEVEL (WHERE TV !*** IS NOW KNOWN) TO FIND GZ AT THE NEXT MIDPOINT BETWEEN !*** PRESSURE LEVELS. WHEN GZ=0 IS REACHED, SOLVE FOR THE !*** PRESSURE. !*** ! !*** COUNT THE POINTS WHERE SLP IS DONE BELOW EACH OUTPUT LEVEL ! KOUNT=0 DO J=JSTA,JEND DO I=1,IM ! P1(I,J)=SPL(NINT(LMH(I,J))) ! DONE(I,J)=.FALSE. IF(abs(FIS(I,J)).LT.1.)THEN PSLP(I,J)=PINT(I,J,NINT(LMH(I,J))+1) DONE(I,J)=.TRUE. KOUNT=KOUNT+1 if(i.eq.ii.and.j.eq.jj)print*,'Debug:DONE,PSLP A S1=' & ,done(i,j),PSLP(I,J) ELSE IF(FIS(I,J).LT.-1.0) THEN DO L=LM,1,-1 IF(ZINT(I,J,L).GT.0.)THEN PSLP(I,J)=PINT(I,J,L)/EXP(-ZINT(I,J,L)*G & /(RD*T(I,J,L)*(Q(I,J,L)*D608+1.0))) DONE(I,J)=.TRUE. if(i.eq.ii.and.j.eq.jj)print* & ,'Debug:DONE,PINT,PSLP A S1=' & ,done(i,j),PINT(I,J,L),PSLP(I,J) GO TO 302 END IF END DO 302 CONTINUE ENDIF ENDDO ENDDO ! KMM=KMNTM(LSM) !$omp parallel do private(gz1,gz2,i,j,lmap1,p1,p2),shared(pslp) DO 320 KM=1,KMM I=IMNT(KM,LSM) J=JMNT(KM,LSM) IF(DONE(I,J))GO TO 320 LMHIJ=LMHO(I,J) GZ1=FIPRES(I,J,LMHIJ) P1(I,J)=SPL(LMHIJ) ! LMAP1=LMHIJ+1 DO L=LMAP1,LSM P2=SPL(L) TLYR=0.5*(TPRES(I,J,L)+TPRES(I,J,L-1)) GZ2=GZ1+RD*TLYR*ALOG(P1(I,J)/P2) FIPRES(I,J,L)=GZ2 if(i.eq.ii.and.j.eq.jj)print*,'Debug:L,FI A S2=',L,GZ2 IF(GZ2.LE.0.)THEN PSLP(I,J)=P1(I,J)/EXP(-GZ1/(RD*TPRES(I,J,L-1))) if(i.eq.ii.and.j.eq.jj)print*,'Debug:PSLP A S2=',PSLP(I,J) DONE(I,J)=.TRUE. KOUNT=KOUNT+1 GO TO 320 ENDIF P1(I,J)=P2 GZ1=GZ2 ENDDO !HC EXPERIMENT LP=LSM SLOPE=-6.6E-4 TLYR=TPRES(I,J,LP)-0.5*FIPRES(I,J,LP)*SLOPE PSLP(I,J)=spl(lp)/EXP(-FIPRES(I,J,LP)/(RD*TLYR)) DONE(I,J)=.TRUE. if(i.eq.ii.and.j.eq.jj)print*,'Debug:spl,FI,TLYR,PSLPA3=' & ,spl(lp),FIPRES(I,J,LP),TLYR,PSLP(I,J) !HC EXPERIMENT 320 CONTINUE ! !*** WHEN SEA LEVEL IS BELOW THE LOWEST OUTPUT PRESSURE LEVEL, !*** SOLVE THE HYDROSTATIC EQUATION BY CHOOSING A TEMPERATURE !*** AT THE MIDPOINT OF THE LAYER BETWEEN THAT LOWEST PRESSURE !*** LEVEL AND THE GROUND BY EXTRAPOLATING DOWNWARD FROM T ON !*** THE LOWEST PRESSURE LEVEL USING THE DT/DFI BETWEEN THE !*** LOWEST PRESSURE LEVEL AND THE ONE ABOVE IT. ! ! TOTAL=(IM-2)*(JM-4) ! !HC DO 340 LP=LSM,1,-1 ! IF(KOUNT.EQ.TOTAL)GO TO 350 !HC MODIFICATION FOR SMALL HILL HIGH PRESSURE SITUATION !HC IF SURFACE PRESSURE IS CLOSER TO SEA LEVEL THAN LWOEST !HC OUTPUT PRESSURE LEVEL, USE SURFACE PRESSURE TO DO EXTRAPOLATION 325 CONTINUE LP=LSM DO 330 J=JSTA,JEND DO 330 I=1,IM if(i.eq.ii.and.j.eq.jj)print*,'Debug: with 330 loop' IF(DONE(I,J))GO TO 330 if(i.eq.ii.and.j.eq.jj)print*,'Debug: still within 330 loop' !HC Comment out the following line for situation with terrain !HC at boundary (ie FIPRES<0) !HC because they were not counted as undergound point for 8 pt !HC relaxation !HC IF(FIPRES(I,J,LP).LT.0.)GO TO 330 ! IF(FIPRES(I,J,LP).LT.0.)THEN ! DO LP=LSM,1,-1 ! IF (FIPRES(I,J) .LE. 0) ! IF(FIPRES(I,J,LP).LT.0..OR.DONE(I,J))GO TO 330 ! SLOPE=(TPRES(I,J,LP)-TPRES(I,J,LP-1)) ! & /(FIPRES(I,J,LP)-FIPRES(I,J,LP-1)) SLOPE=-6.6E-4 IF(PINT(I,J,NINT(LMH(I,J))+1).GT.SPL(LP))THEN LLMH=NINT(LMH(I,J)) TVRT=T(I,J,LLMH)*(H1+D608*Q(I,J,LLMH)) DIS=ZINT(I,J,LLMH+1)-ZINT(I,J,LLMH)+0.5*ZINT(I,J,LLMH+1) TLYR=TVRT-DIS*G*SLOPE PSLP(I,J)=PINT(I,J,LLMH+1)*EXP(ZINT(I,J,LLMH+1)*G/(RD*TLYR)) ! if(i.eq.ii.and.j.eq.jj)print*,'Debug:PSFC,zsfc,TLYR,PSLPA3=' ! 1,PINT(I,J,LLMH+1),ZINT(I,J,LLMH+1),TLYR,PSLP(I,J) ELSE TLYR=TPRES(I,J,LP)-0.5*FIPRES(I,J,LP)*SLOPE PSLP(I,J)=spl(lp)/EXP(-FIPRES(I,J,LP)/(RD*TLYR)) if(i.eq.ii.and.j.eq.jj)print*,'Debug:spl,FI,TLYR,PSLPA3=' & ,spl(lp),FIPRES(I,J,LP),TLYR,PSLP(I,J) END IF DONE(I,J)=.TRUE. KOUNT=KOUNT+1 330 CONTINUE !HC 340 CONTINUE ! 350 CONTINUE !-------------------------------------------------------------------- ! SKIP THE STANDARD SCHEME. !-------------------------------------------------------------------- GO TO 430 !-------------------------------------------------------------------- !*** !*** IF YOU WANT THE "STANDARD" ETA/SIGMA REDUCTION !*** THIS IS WHERE IT IS DONE. !*** 400 CONTINUE ! !**************************************************************** ! AT THIS POINT WE HAVE A SEA LEVEL PRESSURE FIELD BY ! EITHER METHOD. 5-POINT AVERAGE THE FIELD ON THE E-GRID. !**************************************************************** ! 430 CONTINUE !---------------------------------------------------------------- RETURN END