PROGRAM SET4NSLUBNEW
C---- VERTICAL NUMBERING
C----MOVING LEFT TO RIGHT
C=======================================================================
C DATA GENERATING PROGRAM FOR NSEQ8STD.FOR
C PROJECT: DRIVEN CAVITY FLOW PROJECT NAME: LUB0000
C UNITS: SECOND, 1/000 METER
C DOMAIN: LEFT=B1, RIGHT=B2, LENGTH=RLENGTH
C ELEMENT: FOUR-NODED ISOPARAMETRIC ELEMENT
C DOMAIN DISCRETIZATION: UNEVEN ELEMENTS WITH VERTICAL SCAN
C VISCOSITY RATIO [VRATIO]: 2ND VISCOSITY / 1ST VISCOSITY
C EIJI FUKUMORI DECEMBER 29, 1990
C FEB. 02, 2013
C=======================================================================
IMPLICIT REAL*8 ( A-H , O-Z )
PARAMETER ( ND=4, MXE=12000, MXN=13000, MXB=4000, NF=3 )
PARAMETER ( VRATIO=1.D9, RLENGTH=8000.D-3, UAVE=100.D0,
* VISCO=10.D0, FLMDA=VISCO*VRATIO,
* ITEFIX=7, MAXITE=15,ERMAX=1.D-6, RELAXMAX=1.D0,RELAXMIN=1.D-4,
* TLX=RLENGTH, B1=8.D-3, B2=2.D-3, NEY = 10, NEX = 200,
* NDX=NEX+1, NDY=NEY+1 )
PARAMETER ( INTEPT=2 )
C=======================================================================
DIMENSION NODEX(MXE,ND),XCOORD(MXN),YCOORD(MXN),
* IBNDFX(MXB),IBNDFY(MXB),BVX(MXB),BVY(MXB),IBNDS(MXB),BVS(MXB)
DIMENSION U(MXN), V(MXN)
CHARACTER FNAME(NF)*19,EXTEN(NF)*4,PROJECT*15,EXFILE*3
LOGICAL YES
C=======================================================================
DATA PROJECT / 'LUBRICATION0000' /
DATA EXTEN / '.DAT', '.BIN', '.STM' /
C=======================================================================
C F(X) = X * X * ( 3.D0- 2.D0* X )
G(X) = X * ( (0.1-1.)* X + (2.- 0.1) )
C=======================================================================
FNAME(1)=PROJECT//EXTEN(1)
FNAME(2)=PROJECT//EXTEN(2)
FNAME(3)=PROJECT//EXTEN(3)
OPEN ( UNIT=2, FILE='NSDATA4.FLN', STATUS='UNKNOWN')
WRITE (2,'(A15)') PROJECT
WRITE (2,'(A19)') FNAME(1)
WRITE (2,'(A19)') FNAME(2)
WRITE (2,'(A19)') FNAME(3)
CLOSE (2)
WRITE (*,*) PROJECT
WRITE (*,*) FNAME(1)
WRITE (*,*) FNAME(2)
WRITE (*,*) FNAME(3)
C=======================================================================
C C1: ADDED VISCOSITY COMPUTATION PARAMETER
C C1=0. FOR NO ADDED VISCOSITY, C1=1. FOR UPWIND (OPTIMUM) ADDED
C C1 OPTION IS AVALABLE IN NSEQ8DD.FOR SOLVER
C NEY: NEMBER OF VERTICAL ELEMENTS (NUMBER OF NODES: NEY+1)
C NEX: NEMBER OF HORIZONTAL ELEMENTS (NUMBER OF NODES: NEX+1)
C MAXITE: MAXIMUM NUMBER OF ITERATIONS AT EACH TIME INCREMENT
C ITERATION PROCEDURE IS REQUIRED BECAUSE OF NON-LINEAR CONVECTIVE TERM.
C ERMAX: MAXIMUM DIFFERENCE BETWEEN GUESSED {U&V} AND COMPUTED {U&V}
C HEIGHT: HEIGHT OF DRIVEN CAVITY FLOW DOMAIN
C=======================================================================
WRITE (*,*)' LUBRICATION PROBLEM '
WRITE (*,*)' VISCOSITY RATIO OF ',VRATIO
C=======================================================================
C ELEMENT CREATION
NE = 0
DO J = 1 , NEX
DO I = 1 , NEY
NE = NE + 1
IF ( NE .GT. MXE ) STOP 'NE > MXE'
NODEX(NE,1) = NDY*(J-1) + I
NODEX(NE,2) = NODEX(NE,1) + NDY
NODEX(NE,3) = NODEX(NE,2) + 1
NODEX(NE,4) = NODEX(NE,1) + 1
END DO
END DO
C=======================================================================
C NODAL COORDINATE CREATION
NNODE = 0
DX = TLX / NEX
SLOPE = (B2-B1)/TLX
DO I = 1 , NDX
XCURRENT = DX * (I-1)
B = B1 + SLOPE * XCURRENT
DY = B / NEY
DO J = 1 , NDY
NNODE = NNODE + 1
IF ( NNODE .GT. MXN ) STOP 'NNODE > MXN'
XCOORD(NNODE) = XCURRENT
YCOORD(NNODE) = B*G(DY*(J-1)/B)
END DO
END DO
C=======================================================================
C BOUNDARY CONDITIONS
C--------- MOMENTUM EQUATIONS
NBFX = 0
NBFY = 0
C--------- FACE OF -X
C--------- FACE OF -Y
U0 = UAVE
V0 = 0.D0
DO I = 1 , NDX
NBFX = NBFX + 1
NBFY = NBFY + 1
IBNDFX(NBFX) = 1 + NDY*(I-1)
IBNDFY(NBFY) = 1 + NDY*(I-1)
BVX(NBFX) = U0
BVY(NBFY) = V0
END DO
C--------- FACE OF +Y
U0 = 0.D0
V0 = 0.D0
DO I = 1 , NDX
NBFX = NBFX + 1
NBFY = NBFY + 1
IBNDFX(NBFX) = I*NDY
IBNDFY(NBFY) = I*NDY
BVX(NBFX) = U0
BVY(NBFY) = V0
END DO
C--------- FACE OF +X
C=======================================================================
C B. C. FOR STREAM FUNCTION
C--------- FACE OD -Y
NBS = 0
DO I = 1 , NDX
NBS = NBS + 1
IBNDS(NBS) = 1 + NDY*(I-1)
BVS(NBS) = 0.D0
END DO
C--------- FACE OD +Y
Q = B1 * UAVE / 2.
DO I = 1 , NDX
NBS = NBS + 1
IBNDS(NBS) = I*NDY
BVS(NBS) = Q
END DO
C=======================================================================
C DATA FILE INQUIRY
EXFILE = 'NEW'
INQUIRE ( FILE = FNAME(1), EXIST = YES )
IF ( YES ) EXFILE='OLD'
C=======================================================================
C MAKING DATA FILES
C---------- HEADER
OPEN ( 1, FILE=FNAME(1), STATUS = 'UNKNOWN' )
WRITE(1,*) VISCO , FLMDA
WRITE(1,*) RELAXMAX, RELAXMIN
WRITE(1,*) MAXITE , ERMAX , ITEFIX
C---------- ELEMENT
WRITE(1,*) NE
DO I = 1 , NE
WRITE (1,*) I, (NODEX(I,J), J = 1 , ND )
END DO
C---------- NODE
WRITE(1,*) NNODE
DO I = 1 , NNODE
WRITE(1,*) I, XCOORD(I), YCOORD(I)
END DO
C---------- BOUNDARY
WRITE(1,*) NBFX
DO I = 1 , NBFX
WRITE (1,*) IBNDFX(I), BVX(I)
END DO
WRITE(1,*) NBFY
DO I = 1 , NBFY
WRITE (1,*) IBNDFY(I), BVY(I)
END DO
CLOSE (1)
C=======================================================================
C INITIAL CONDITIONS
U0 = 0.D0
V0 = 0.D0
DO I = 1 , NNODE
U(I) = U0
V(I) = V0
END DO
C=======================================================================
C---------- 'PROJECT'.BIN
OPEN ( 1, FILE=FNAME(2),STATUS ='UNKNOWN',FORM='UNFORMATTED' )
WRITE(1) TIME, DT
WRITE(1) ( U(I) , I = 1 , NNODE )
WRITE(1) ( V(I) , I = 1 , NNODE )
CLOSE (1)
C=======================================================================
C---------- 'PROJECT'.STM
OPEN ( 1, FILE=FNAME(3), STATUS = 'UNKNOWN' )
WRITE(1,*) NBS
WRITE (1,*) ( IBNDS(I) , BVS(I) , I = 1 , NBS )
CLOSE (1)
C=======================================================================
CALL BANDWID ( ND, MXE, NE, NODEX , NBW )
C------ CREATION OF PARAMETER FILE TO BE USED IN INCLUDE STATEMENT
OPEN ( 1, FILE='PARAM.DAT', STATUS='UNKNOWN' )
WRITE (1,*) ' PARAMETER ( NF=',NF,' )'
WRITE (1,*) ' PARAMETER ( ND=',ND,' )'
WRITE (1,*) ' PARAMETER ( INTEPT=',INTEPT,')'
WRITE (1,*) ' PARAMETER ( MXE=',NE,')'
WRITE (1,*) ' PARAMETER ( MXN=',NNODE,')'
WRITE (1,*) ' PARAMETER ( MXW=',NBW,')'
NB = MAX0 (NBFX, NBFY, NBS )
WRITE (1,*) ' PARAMETER ( MXB=',NB,' )'
CLOSE (1)
C=======================================================================
STOP "NORMAL TERMINATION"
END
C
C
SUBROUTINE BANDWID ( ND, MXE, NE, NODEX , NBW )
IMPLICIT REAL*8 ( A-H , O-Z )
DIMENSION NODEX(MXE,ND)
NBW = 0
DO I = 1 , NE
DO J = 1 , ND-1
DO K = J+1 , ND
NBW = MAX0(NBW,IABS(NODEX(I,J)-NODEX(I,K)))
END DO
END DO
END DO
NBW = NBW + 1
WRITE(*,*) 'HALF BANDWIDTH + 1 =', NBW
RETURN
END