ebcs0_gradp0_mod Module Reference

Functions/Subroutines
subroutine	ebcs0_gradp0 (nseg, iseg, segvar, a, v, x, liste, nod, irect, ielem, vo, po, p0, la, fv, ms, stifn, iparg, elbuf_tab, ebcs, output, dt1, time)

Function/Subroutine Documentation

ebcs0_gradp0()

subroutine ebcs0_gradp0_mod::ebcs0_gradp0	(	integer	nseg,
		integer, dimension(nseg)	iseg,
		type(t_segvar)	segvar,
			a,
			v,
			x,
		integer, dimension(nod)	liste,
		integer	nod,
		integer, dimension(4,nseg)	irect,
		integer, dimension(nseg)	ielem,
			vo,
			po,
			p0,
			la,
			fv,
			ms,
			stifn,
		integer, dimension(nparg,ngroup)	iparg,
		type(elbuf_struct_), dimension(ngroup), target	elbuf_tab,
		type(t_ebcs_gradp0), intent(in)	ebcs,
		type(output_), intent(inout)	output,
		intent(in)	dt1,
		intent(in)	time )

Parameters

[in,out]

output

output structure

Definition at line 41 of file ebcs0_gradp0.F.

C-----------------------------------------------
C   pressure gradient
C-----------------------------------------------
C   M o d u l e s
C-----------------------------------------------
      USE elbufdef_mod
      USE ebcs_mod
      USE segvar_mod
      USE output_mod , ONLY : output_
C-----------------------------------------------
C   I m p l i c i t   T y p e s
C-----------------------------------------------
#include      "implicit_f.inc"
C-----------------------------------------------
C   C o m m o n   B l o c k s
C-----------------------------------------------
#include      "param_c.inc"
#include      "com01_c.inc"
#include      "com04_c.inc"
C-----------------------------------------------
C   D u m m y   A r g u m e n t s
C-----------------------------------------------
      INTEGER :: NSEG,NOD,ISEG(NSEG),LISTE(NOD),IRECT(4,NSEG),IPARG(NPARG,NGROUP),IELEM(NSEG)
      my_real :: a(3,numnod),x(3,numnod),v(3,numnod),la(3,nod), p0(nod),vo(nod),po(nod),ms(*),stifn(*),fv(*)
      TYPE(ELBUF_STRUCT_), TARGET, DIMENSION(NGROUP) :: ELBUF_TAB
      TYPE(t_ebcs_gradp0), INTENT(IN) :: EBCS
      TYPE(t_segvar) :: SEGVAR
      TYPE(OUTPUT_), INTENT(INOUT) :: OUTPUT !< output structure
      my_real,INTENT(IN) :: dt1 !< time step
      my_real,INTENT(IN) :: time !< current time
C-----------------------------------------------
C   L o c a l   V a r i a b l e s
C-----------------------------------------------
      INTEGER :: I,IS,KSEG,ESEG,N1,N2,N3,N4,NG1,NG2,NG3,NG4,N, KLT,KTY,MFT,EAD,IRHO,IENER,II(6)
      my_real :: orient,rho,c,lcar,roc,alp,fac,x13,y13,z13,x24,y24,z24,nx,ny,nz,s
      my_real :: roou,enou,vmx,vmy,vmz,fluxi,fluxo,vn,pn,du,dp,p,ener,r1,r2,s2,dpdv
      TYPE(G_BUFEL_)  ,POINTER :: GBUF
      my_real :: de, de_in, de_out, dm_in, dm_out
C-----------------------------------------------
      irho = ebcs%irho
      iener = ebcs%iener
      klt = 0
      mft = 0
      de_in = zero
      de_out = zero
      dm_in = zero
      dm_out = zero
 
      IF(irho > 0)THEN
        rho=ebcs%rho*fv(irho)
      ELSE
        rho=ebcs%rho
      ENDIF
      IF(iener > 0)THEN
        ener=ebcs%ener*fv(iener)
      ELSE
        ener=ebcs%ener
      ENDIF
      c=ebcs%c
      lcar=ebcs%lcar
      r1=ebcs%r1
      r2=ebcs%r1
      roc=rho*c
      alp=zero
      IF(lcar > zero)alp=c*dt1/lcar
 
      ! NORMAL VECTORS AT NODES
      DO i=1,nod
         la(1,i)=zero
         la(2,i)=zero
         la(3,i)=zero
      ENDDO
 
      DO is=1,nseg
        kseg=abs(iseg(is))
        orient=float(iseg(is)/kseg)
        eseg=ielem(is)
        n1=irect(1,is)
        n2=irect(2,is)
        n3=irect(3,is)
        n4=irect(4,is)
        IF(n4 == 0 .OR. n4 == n3) THEN
          fac=one_over_6*orient
          n4=n3
        ELSE
          fac=one_over_8*orient
        ENDIF
 
        ng1=liste(n1)
        ng2=liste(n2)
        ng3=liste(n3)
        ng4=liste(n4)
        x13=x(1,ng3)-x(1,ng1)
        y13=x(2,ng3)-x(2,ng1)
        z13=x(3,ng3)-x(3,ng1)
        x24=x(1,ng4)-x(1,ng2)
        y24=x(2,ng4)-x(2,ng2)
        z24=x(3,ng4)-x(3,ng2)
 
        nx=(y13*z24-z13*y24)*fac
        ny=(z13*x24-x13*z24)*fac
        nz=(x13*y24-y13*x24)*fac
 
        la(1,n1)=la(1,n1)+nx
        la(2,n1)=la(2,n1)+ny
        la(3,n1)=la(3,n1)+nz
        la(1,n2)=la(1,n2)+nx
        la(2,n2)=la(2,n2)+ny
        la(3,n2)=la(3,n2)+nz
        la(1,n3)=la(1,n3)+nx
        la(2,n3)=la(2,n3)+ny
        la(3,n3)=la(3,n3)+nz 
 
        vmx=v(1,ng1)+v(1,ng2)+v(1,ng3)
        vmy=v(2,ng1)+v(2,ng2)+v(2,ng3)
        vmz=v(3,ng1)+v(3,ng2)+v(3,ng3)
        IF(n4 /= n3) THEN
           la(1,n4)=la(1,n4)+nx
           la(2,n4)=la(2,n4)+ny
           la(3,n4)=la(3,n4)+nz
           vmx=vmx+v(1,ng4)
           vmy=vmy+v(2,ng4)
           vmz=vmz+v(3,ng4)
        ENDIF
 
c mass and total energy balance
        roou = segvar%RHO(kseg)
        enou = segvar%EINT(kseg)
 
        fluxo=(vmx*nx+vmy*ny+vmz*nz)*dt1
        fluxi=min(fluxo,zero)
        fluxo=max(fluxo,zero)
        dm_out=dm_out-fluxo*roou
        dm_in=dm_in-fluxi*rho
        de_out=de_out-fluxo*enou
        de_in=de_in-fluxi*ener
C
C storage of density and incoming energy in facet buffer
C
        segvar%RHO(kseg)=rho
        segvar%EINT(kseg)=ener
C Pression voisin
        DO n=1,ngroup
         kty = iparg(5,n)
         klt = iparg(2,n)
         mft = iparg(3,n)
         IF (kty == 1 .AND. eseg <= klt+mft) EXIT
        ENDDO  
        ead = eseg-mft
        gbuf => elbuf_tab(n)%GBUF
        DO i=1,6
          ii(i) = klt*(i-1)
        ENDDO
      
        p  =-(gbuf%SIG(ii(1)+ead)+gbuf%SIG(ii(2)+ead)+gbuf%SIG(ii(3)+ead))*third
        p0(n1)=p0(n1)+p*(nx*la(1,n1)+ny*la(2,n1)+nz*la(3,n1))
        p0(n2)=p0(n2)+p*(nx*la(1,n2)+ny*la(2,n2)+nz*la(3,n2))
        p0(n3)=p0(n3)+p*(nx*la(1,n3)+ny*la(2,n3)+nz*la(3,n3))
        IF(n4 /= n3) THEN
          p0(n4)=p0(n4)+p*(nx*la(1,n4)+ny*la(2,n4)+nz*la(3,n4))
        ENDIF
      ENDDO
 
      DO i=1,nod
        n=liste(i)
        s2=la(1,i)**2+la(2,i)**2+la(3,i)**2
        s=sqrt(s2)
        vn=(v(1,n)*la(1,i)+v(2,n)*la(2,i)+v(3,n)*la(3,i))/s
c condition darret
        pn=p0(i)/s2+r1*vn+r2*vn*abs(vn)
        dpdv=roc+r1+two*r2*abs(vn)
c silent boundary
        IF(time > zero)THEN
          du=roc*(vn-vo(i))
        ELSE
          du=zero
          po(i)=pn
        ENDIF
        dp=alp*(pn-po(i))
        p=po(i)+alp*dp+du
        IF(c == zero)p=pn
 
        a(1,n)=a(1,n)-p*la(1,i)
        a(2,n)=a(2,n)-p*la(2,i)
        a(3,n)=a(3,n)-p*la(3,i)
        stifn(n)=stifn(n)+(two*(s*dpdv)**2)/ms(n)
 
        de=-half*(po(i)+p)*dt1*vn*s
 
        de_in = de_in + max(zero,de)
        de_out = de_out + min(zero,de)
 
        vo(i)=vn
        po(i)=p
      ENDDO
 
!$OMP CRITICAL
      output%DATA%INOUT%DM_IN  = output%DATA%INOUT%DM_IN + dm_in
      output%DATA%INOUT%DM_OUT = output%DATA%INOUT%DM_OUT + dm_out
      output%DATA%INOUT%DE_IN = output%DATA%INOUT%DE_IN + de_in
      output%DATA%INOUT%DE_OUT = output%DATA%INOUT%DE_OUT + de_out
!$OMP END CRITICAL
 
c-----------
      RETURN