?? simple.for
字號:
AIP(I,J)=AIM(I+1,J)-FLOW
IF(J.EQ.M2) GOTO 2160
FL=XCVI(I)*V(I,J+1)*(FY(J+1)*RHO(I,J+1)+FYM(J+1)*RHO(I,J))
FLM=XCVIP(I-1)*V(I-1,J+1)*(FY(J+1)*RHO(I-1,J+1)+FYM(J+1)*
+ RHO(I-1,J))
GM=GAM(I,J)*GAM(I,J+1)/(YCV(J)*GAM(I,J+1)+YCV(J+1)*GAM(I,J)+
+ 1.0E-30)*XCVI(I)
GMM=GAM(I-1,J)*GAM(I-1,J+1)/(YCV(J)*GAM(I-1,J+1)+YCV(J+1)*
+ GAM(I-1,J)+1.E-30)*XCVIP(I-1)
DIFF=RMN(J+1)*2.*(GM+GMM)
GOTO 2170
2160 FL=XCVI(I)*V(I,M1)*RHO(I,M1)
FLM=XCVIP(I-1)*V(I-1,M1)*RHO(I-1,M1)
DIFF=R(M1)*(XCVI(I)*GAM(I,M1)+XCVIP(I-1)*GAM(I-1,M1))/YDIF(M1)
2170 FLOW=RMN(J+1)*(FL+FLM)
CALL DIFLOW
AJM(I,J+1)=ACOF+AMAX1(0.,FLOW)
AJP(I,J)=AJM(I,J+1)-FLOW
VOL=YCVR(J)*XCVS(I)
APT=(RHO(I,J)*XCVI(I)+RHO(I-1,J)*XCVIP(I-1))/(XCVS(I)*DT)
AP(I,J)=AP(I,J)-APT
CON(I,J)=CON(I,J)+APT*U(I,J)
AP(I,J)=(-AP(I,J)*VOL+AIP(I,J)+AIM(I,J)+AJM(I,J)+AJP(I,J))/
+ RELAX(NF)
CON(I,J)=CON(I,J)*VOL+AP(I,J)*U(I,J)*REL
DU(I,J)=VOL/(XDIF(I)*SX(J))
CON(I,J)=CON(I,J)+DU(I,J)*(P(I-1,J)-P(I,J))
DU(I,J)=DU(I,J)/AP(I,J)
2130 CONTINUE
CALL SOLVE
2110 CONTINUE
*----------------- COEFFICIENTS FOR THE V EQUATION -----------------
NF=2
IF(.NOT.LSOLVE(NF)) GOTO 2210
IST=2
JST=3
CALL USER(6)
REL=1.-RELAX(NF)
DO 2220 I=2,L2
AREA=R(1)*XCV(I)
FLOW=AREA*V(I,2)*RHO(I,1)
DIFF=AREA*GAM(I,1)/YCV(2)
CALL DIFLOW
2220 AJM(I,3)=ACOF+AMAX1(0.,FLOW)
DO 2230 J=3,M2
FL=ARXJ(J)*U(2,J)*RHO(1,J)
FLM=ARXJP(J-1)*U(2,J-1)*RHO(1,J-1)
FLOW=FL+FLM
DIFF=(ARXJ(J)*GAM(1,J)+ARXJP(J-1)*GAM(1,J-1))/(XDIF(2)*SXMN(J))
CALL DIFLOW
AIM(2,J)=ACOF+AMAX1(0.,FLOW)
DO 2230 I=2,L2
IF(I.EQ.L2) GOTO 2240
FL=ARXJ(J)*U(I+1,J)*(FX(I+1)*RHO(I+1,J)+FXM(I+1)*RHO(I,J))
FLM=ARXJP(J-1)*U(I+1,J-1)*(FX(I+1)*RHO(I+1,J-1)+FXM(I+1)*
+ RHO(I,J-1))
GM=GAM(I,J)*GAM(I+1,J)/(XCV(I)*GAM(I+1,J)+XCV(I+1)*
+ GAM(I,J)+1.E-30)*ARXJ(J)
GMM=GAM(I,J-1)*GAM(I+1,J-1)/(XCV(I)*GAM(I+1,J-1)+XCV(I+1)*
+ GAM(I,J-1)+1.E-30)*ARXJP(J-1)
DIFF=2.*(GM+GMM)/SXMN(J)
GOTO 2250
2240 FL=ARXJ(J)*U(L1,J)*RHO(L1,J)
FLM=ARXJP(J-1)*U(L1,J-1)*RHO(L1,J-1)
DIFF=(ARXJ(J)*GAM(L1,J)+ARXJP(J-1)*GAM(L1,J-1))/(XDIF(L1)*SXMN(J))
2250 FLOW=FL+FLM
CALL DIFLOW
AIM(I+1,J)=ACOF+AMAX1(0.,FLOW)
AIP(I,J)=AIM(I+1,J)-FLOW
IF(J.EQ.M2) GOTO 2260
AREA=R(J)*XCV(I)
FL=V(I,J)*(FY(J)*RHO(I,J)+FYM(J)*RHO(I,J-1))*RMN(J)
FLP=V(I,J+1)*(FY(J+1)*RHO(I,J+1)+FYM(J+1)*RHO(I,J))*RMN(J+1)
FLOW=(FV(J)*FL+FVP(J)*FLP)*XCV(I)
DIFF=AREA*GAM(I,J)/YCV(J)
GOTO 2270
2260 AREA=R(M1)*XCV(I)
FLOW=AREA*V(I,M1)*RHO(I,M1)
DIFF=AREA*GAM(I,M1)/YCV(M2)
2270 CALL DIFLOW
AJM(I,J+1)=ACOF+AMAX1(0.,FLOW)
AJP(I,J)=AJM(I,J+1)-FLOW
VOL=YCVRS(J)*XCV(I)
SXT=SX(J)
IF(J.EQ.M2) SXT=SX(M1)
SXB=SX(J-1)
IF(J.EQ.3) SXB=SX(1)
APT=(ARXJ(J)*RHO(I,J)*0.5*(SXT+SXMN(J))+ARXJP(J-1)*
+ RHO(I,J-1)*0.5*(SXB+SXMN(J)))/(YCVRS(J)*DT)
AP(I,J)=AP(I,J)-APT
CON(I,J)=CON(I,J)+APT*V(I,J)
AP(I,J)=(-AP(I,J)*VOL+AIM(I,J)+AIP(I,J)+AJM(I,J)+AJP(I,J))/
+ RELAX(NF)
CON(I,J)=CON(I,J)*VOL+AP(I,J)*V(I,J)*REL
DV(I,J)=VOL/YDIF(J)
CON(I,J)=CON(I,J)+DV(I,J)*(P(I,J-1)-P(I,J))
DV(I,J)=DV(I,J)/AP(I,J)
2230 CONTINUE
CALL SOLVE
2210 CONTINUE
*--------- COEFFICIENT FOR THE PRESSURE CORRECTION EQUATION ----------
NF=3
IF(.NOT.LSOLVE(NF)) GOTO 2310
IST=2
JST=2
CALL USER(6)
SMAX=0.
SSUM=0.
DO 2320 J=2,M2
DO 2320 I=2,L2
VOL=YCVR(J)*XCV(I)
2320 CON(I,J)=CON(I,J)*VOL
DO 2330 I=2,L2
ARHO=R(1)*XCV(I)*RHO(I,1)
CON(I,2)=CON(I,2)+ARHO*V(I,2)
2330 AJM(I,2)=0.
DO 2340 J=2,M2
ARHO=ARX(J)*RHO(1,J)
CON(2,J)=CON(2,J)+ARHO*U(2,J)
AIM(2,J)=0.
DO 2340 I=2,L2
IF(I.EQ.L2) GOTO 2350
ARHO=ARX(J)*(FX(I+1)*RHO(I+1,J)+FXM(I+1)*RHO(I,J))
FLOW=ARHO*U(I+1,J)
CON(I,J)=CON(I,J)-FLOW
CON(I+1,J)=CON(I+1,J)+FLOW
AIP(I,J)=ARHO*DU(I+1,J)
AIM(I+1,J)=AIP(I,J)
GOTO 2360
2350 ARHO=ARX(J)*RHO(L1,J)
CON(I,J)=CON(I,J)-ARHO*U(L1,J)
AIP(I,J)=0.
2360 IF(J.EQ.M2) GOTO 2370
ARHO=RMN(J+1)*XCV(I)*(FY(J+1)*RHO(I,J+1)+FYM(J+1)*RHO(I,J))
FLOW=ARHO*V(I,J+1)
CON(I,J)=CON(I,J)-FLOW
CON(I,J+1)=CON(I,J+1)+FLOW
AJP(I,J)=ARHO*DV(I,J+1)
AJM(I,J+1)=AJP(I,J)
GOTO 2380
2370 ARHO=RMN(M1)*XCV(I)*RHO(I,M1)
CON(I,J)=CON(I,J)-ARHO*V(I,M1)
AJP(I,J)=0.
2380 AP(I,J)=AIP(I,J)+AIM(I,J)+AJP(I,J)+AJM(I,J)
PC(I,J)=0.
SMAX=AMAX1(SMAX,ABS(CON(I,J)))
SSUM=SSUM+CON(I,J)
2340 CONTINUE
CALL SOLVE
*--------- COME HERE TO CORRECT THE PRESSURE AND VELOCITIES ----------
DO 2390 J=2,M2
DO 2390 I=2,L2
P(I,J)=P(I,J)+PC(I,J)*RELAX(NP)
IF(I.NE.2)U(I,J)=U(I,J)+DU(I,J)*(PC(I-1,J)-PC(I,J))
IF(J.NE.2)V(I,J)=V(I,J)+DV(I,J)*(PC(I,J-1)-PC(I,J))
2390 CONTINUE
2310 CONTINUE
*----------------- COEFFICIENTS FOR OTHER EQUATIONS ------------------
IST=2
JST=2
DO 2410 N=4,NFMAX
NF=N
IF(.NOT.LSOLVE(NF)) GOTO 2410
CALL USER(6)
REL=1.-RELAX(NF)
DO 2420 I=2,L2
AREA=R(1)*XCV(I)
FLOW=AREA*V(I,2)*RHO(I,1)
DIFF=AREA*GAM(I,1)/YDIF(2)
CALL DIFLOW
2420 AJM(I,2)=ACOF+AMAX1(0.,FLOW)
DO 2430 J=2,M2
FLOW=ARX(J)*U(2,J)*RHO(1,J)
DIFF=ARX(J)*GAM(1,J)/(XDIF(2)*SX(J))
CALL DIFLOW
AIM(2,J)=ACOF+AMAX1(0.,FLOW)
DO 2430 I=2,L2
IF(I.EQ.L2) GOTO 2440
FLOW=ARX(J)*U(I+1,J)*(FX(I+1)*RHO(I+1,J)+FXM(I+1)*RHO(I,J))
DIFF=ARX(J)*2.*GAM(I,J)*GAM(I+1,J)/((XCV(I)*GAM(I+1,J)+
+ XCV(I+1)*GAM(I,J)+1.E-30)*SX(J))
GOTO 2450
2440 FLOW=ARX(J)*U(L1,J)*RHO(L1,J)
DIFF=ARX(J)*GAM(L1,J)/(XDIF(L1)*SX(J))
2450 CALL DIFLOW
AIM(I+1,J)=ACOF+AMAX1(0.,FLOW)
AIP(I,J)=AIM(I+1,J)-FLOW
AREA=RMN(J+1)*XCV(I)
IF(J.EQ.M2) GOTO 2460
FLOW=AREA*V(I,J+1)*(FY(J+1)*RHO(I,J+1)+FYM(J+1)*RHO(I,J))
DIFF=AREA*2.*GAM(I,J+1)*GAM(I,J)/(YCV(J)*GAM(I,J+1)+
+ YCV(J+1)*GAM(I,J)+1.E-30)
GOTO 2470
2460 FLOW=AREA*V(I,M1)*RHO(I,M1)
DIFF=AREA*GAM(I,M1)/YDIF(M1)
2470 CALL DIFLOW
AJM(I,J+1)=ACOF+AMAX1(0.,FLOW)
AJP(I,J)=AJM(I,J+1)-FLOW
VOL=YCVR(J)*XCV(I)
APT=RHO(I,J)/DT
AP(I,J)=AP(I,J)-APT
CON(I,J)=CON(I,J)+APT*F(I,J,NF)
AP(I,J)=(-AP(I,J)*VOL+AIP(I,J)+AIM(I,J)+AJP(I,J)+AJM(I,J))/
+ RELAX(NF)
CON(I,J)=CON(I,J)*VOL+AP(I,J)*F(I,J,NF)*REL
2430 CONTINUE
CALL SOLVE
2410 CONTINUE
TIME=TIME+DT
ITER=ITER+1
IF(ITER.EQ.LAST) LSTOP=.TRUE.
RETURN
END
*=======================================================================
SUBROUTINE SUPPLY(K)
*-----------------------------------------------------------------------
$INCLUDE:'SIMPLE.INC'
*-----------------------------------------------------------------------
110 FORMAT(1X,26(1H*),3X,A10,3X,26(1H*))
120 FORMAT(1X,'I =',I8,6I10)
130 FORMAT(1X,'J')
140 FORMAT(1X,I2,2X,1P7E10.2)
150 FORMAT(1X,' ')
160 FORMAT(1X,'I =',I8,6I10)
170 FORMAT(1X,'X = ',1P7E10.2)
180 FORMAT(1X,'XU =',1P7E10.2)
190 FORMAT(1X,'TH =',1P7E10.2)
200 FORMAT(1X,'J =',I8,6I10)
210 FORMAT(1X,'Y = ',1P7E10.2)
220 FORMAT(1X,'YV =',1P7E10.2)
*-----------------------------------------------------------------------
GOTO (1000,2000) K
*-----------------------------------------------------------------------
* ENTRY UGRID
1000 XU(2)=0.
DX=XL/FLOAT(L1-2)
DO 1010 I=3,L1
1010 XU(I)=XU(I-1)+DX
YV(2)=0.
DY=YL/FLOAT(M1-2)
DO 1020 J=3,M1
1020 YV(J)=YV(J-1)+DY
RETURN
*-----------------------------------------------------------------------
* ENTRY PRINT
2000 IF(.NOT.LPRINT(3)) GOTO 2010
*------------------ CALCULATE THE STREAM FUNCTION ------------------
F(2,2,3)=0.
DO 2020 I=2,L1
IF(I.NE.2) F(I,2,3)=F(I-1,2,3)-RHO(I-1,1)*V(I-1,2)*R(1)*XCV(I-1)
DO 2020 J=3,M1
RHOM=FX(I)*RHO(I,J-1)+FXM(I)*RHO(I-1,J-1)
2020 F(I,J,3)=F(I,J-1,3)+RHOM*U(I,J-1)*ARX(J-1)
2010 CONTINUE
IF(.NOT.LPRINT(NP)) GOTO 2030
*----------- CONSTRUCT BOUNDARY PRESSURES BY EXTRAPOLATION -----------
DO 2040 J=2,M2
P(1,J)=(P(2,J)*XCVS(3)-P(3,J)*XDIF(2))/XDIF(3)
2040 P(L1,J)=(P(L2,J)*XCVS(L2)-P(L3,J)*XDIF(L1))/XDIF(L2)
DO 2050 I=2,L2
P(I,1)=(P(I,2)*YCVS(3)-P(I,3)*YDIF(2))/YDIF(3)
2050 P(I,M1)=(P(I,M2)*YCVS(M2)-P(I,M3)*YDIF(M1))/YDIF(M2)
P(1,1)=P(2,1)+P(1,2)-P(2,2)
P(L1,1)=P(L2,1)+P(L1,2)-P(L2,2)
P(1,M1)=P(2,M1)+P(1,M2)-P(2,M2)
P(L1,M1)=P(L2,M1)+P(L1,M2)-P(L2,M2)
PREF=P(IPREF,JPREF)
DO 2060 J=1,M1
DO 2060 I=1,L1
2060 P(I,J)=P(I,J)-PREF
2030 CONTINUE
*-----------------------------------------------------------------------
WRITE(10,150)
IEND=1
2080 IF(IEND.EQ.L1) GOTO 2070
IBEG=IEND+1
IEND=IEND+7
IEND=MIN0(IEND,L1)
WRITE(10,160) (I,I=IBEG,IEND)
WRITE(10,180) (XU(I),I=IBEG,IEND)
GOTO 2080
2070 WRITE(10,150)
JEND=1
2100 IF(JEND.EQ.M1) GOTO 2090
JBEG=JEND+1
JEND=JEND+7
JEND=MIN0(JEND,M1)
WRITE(10,200) (J,J=JBEG,JEND)
WRITE(10,220) (YV(J),J=JBEG,JEND)
GOTO 2100
2090 CONTINUE
*-----------------------------------------------------------------------
WRITE(10,150)
IEND=0
2140 IF(IEND.EQ.L1) GOTO 2110
IBEG=IEND+1
IEND=IEND+7
IEND=MIN0(IEND,L1)
WRITE(10,160) (I,I=IBEG,IEND)
IF(MODE.EQ.3) GOTO 2120
WRITE(10,170) (X(I),I=IBEG,IEND)
GOTO 2130
2120 WRITE(10,190) (X(I),I=IBEG,IEND)
2130 GOTO 2140
2110 WRITE(10,150)
JEND=0
2160 IF(JEND.EQ.M1) GOTO 2150
JBEG=JEND+1
JEND=JEND+7
JEND=MIN0(JEND,M1)
WRITE(10,200) (J,J=JBEG,JEND)
WRITE(10,210) (Y(J),J=JBEG,JEND)
GOTO 2160
2150 CONTINUE
*-----------------------------------------------------------------------
DO 2170 N=1,NGAM
NF=N
IF(.NOT.LPRINT(NF)) GOTO 2170
WRITE(10,150)
WRITE(10,110) TITLE(NF)
IFST=1
JFST=1
IF(NF.EQ.1.OR.NF.EQ.3) IFST=2
IF(NF.EQ.2.OR.NF.EQ.3) JFST=2
IBEG=IFST-7
2190 CONTINUE
IBEG=IBEG+7
IEND=IBEG+6
IEND=MIN0(IEND,L1)
WRITE(10,150)
WRITE(10,120) (I,I=IBEG,IEND)
WRITE(10,130)
JFL=JFST+M1
DO 2180 JJ=JFST,M1
J=JFL-JJ
WRITE(10,140) J,(F(I,J,NF),I=IBEG,IEND)
2180 CONTINUE
IF(IEND.LT.L1) GOTO 2190
2170 CONTINUE
RETURN
END
?? 快捷鍵說明
復(fù)制代碼
Ctrl + C
搜索代碼
Ctrl + F
全屏模式
F11
切換主題
Ctrl + Shift + D
顯示快捷鍵
?
增大字號
Ctrl + =
減小字號
Ctrl + -