How Calibration Plots were made in #SWMM4 and #SWMM3 - I remember these being very useful in SWMM classes with Wayne Huber at UF.
SUBROUTINE GRAPH
C GRAPH BLOCK
C=======================================================================
C THIS ROUTINE PREPARES SIMULATED AND MEASURED HYDROGRAPHS,
C POLLUTOGRAPHS AND LOADOGRAPHS FOR PLOTTING BY SUBROUTINE CURVE.
C SIMULATED AND/OR MEASURED DATA MAY BE PLOTTED. IT IS NO LONGER
C POSSIBLE TO PLOT MORE THAN ONE LOCATION ON ONE GRAPH.
C THIS ROUTINE LAST UPDATED BY W. HUBER, AUGUST 1993.
C SCRATCH FILE 1 NOT USED. DON'T OPEN. WCH, 4/18/94.
C Change NQP to NQPP to avoid confusion cim 9/9/00
C Add error message for E3 lines, WCH, 9/14/00.
C Fix metric conversion error. Inflows on interface file from
C all blocks will be in cms if metric is used. WCH, 9/14/00.
C Uses nscrat(8) for MFILE input file, added features for FREE
c formatted input - RED, 9/15/00
C Add more error messages, WCH, 9/16/00.
C=======================================================================
INCLUDE 'TAPES.INC'
INCLUDE 'INTER.INC'
INCLUDE 'LAB.INC'
C=======================================================================
C#### WCH (CDM), 8/93. REMOVE NEWFIL*60
CHARACTER KPRED(20)*10,KMEAS(20)*10,JMEAS(20)*10
CHARACTER PNDUM*8,PUDUM*8,VER1*10,VER2*10,VER3*10,VER4*10,
+ PRIN(3)*14,FIRMAT*80,DEFMT*16,HORIZG(2)*30,
+ VERM(4)*10,USE*4,PPNAME*8,PPUNIT*8,ZX(2)*20,BMJ*4
DIMENSION X(401,2),Y(401,2),NPT(2),JPLOT(20),
1 YT(401,6),ITAB(20),IPLOT(20),MTAB(20),KPLOT(20),
2 TIMX(16),YVAL(16),QQT(200),PPT(10,200),IPOLX(11),
3 NNDIM(MQUAL),PPNAME(MQUAL),PPUNIT(MQUAL),NLOAD(11)
LOGICAL NOTEND
C=======================================================================
DATA PRIN/'HYDROGRAPH ','POLLUTOGRAPH ','LOADOGRAPH '/
DATA HORIZG/' TIME OF DAY IN HOURS ',
+ ' PREDICTED = * MEASURED = +'/
DATA VER1/' FLOW '/,VER2/' IN '/,
+ VER3/' CFS '/,VER4/' CU M/SEC '/
DATA VERM/' POUNDS ',' PER ',' SECOND ','MILLIGRAMS'/
DATA DEFMT/'(2X,F8.0,7F10.0)'/,BMJ/' '/
DATA ZX/' PLOT CONCENTRATION',' PLOT LOADOGRAPH'/
C=======================================================================
C#### WCH, 8/5/93. ADD NO-QUOTE OPTION.
C=======================================================================
IF(NOQ.EQ.0) THEN
WRITE(*,10)
WRITE(N6,10)
ELSE
WRITE(*,12)
WRITE(N6,12)
ENDIF
C#######################################################################
C WCH, 8/5/93. INCREMENT THE JIN/JOUT COUNTERS.
C=======================================================================
INCNT = INCNT + 1
IOUTCT = IOUTCT + 1
C=======================================================================
C Open all input/output files for the Graph Block.
C=======================================================================
IF(JIN(INCNT).GT.0.AND.(FFNAME(INCNT).EQ.'JOT.UF'.OR.
+ FFNAME(INCNT).EQ.'JIN.UF'))
+ OPEN(JIN(INCNT),FORM='UNFORMATTED',STATUS='SCRATCH')
IF(JIN(INCNT).GT.0.AND.FFNAME(INCNT).NE.'JOT.UF'.AND.
+ FFNAME(INCNT).NE.'JIN.UF')
+ OPEN(JIN(INCNT),FILE=FFNAME(INCNT),FORM='UNFORMATTED',
+ STATUS='UNKNOWN')
C=======================================================================
C DON'T NEED JOUT BUT OPEN OUT OF HABIT IF JOUT > 0.
C=======================================================================
IF(JOUT(IOUTCT).GT.0.AND.(FFNAME(25+IOUTCT).EQ.'JOT.UF'.OR.
+ FFNAME(25+IOUTCT).EQ.'JIN.UF'))
+ OPEN(JOUT(IOUTCT),FORM='UNFORMATTED',STATUS='SCRATCH')
IF(JOUT(IOUTCT).GT.0.AND.FFNAME(25+IOUTCT).NE.'JOT.UF'.AND.
+ FFNAME(25+IOUTCT).NE.'JIN.UF')
+ OPEN(JOUT(IOUTCT),FILE=FFNAME(25+IOUTCT),FORM='UNFORMATTED',
+ STATUS='UNKNOWN')
C=======================================================================
C=======================================================================
C#### WCH, 4/18/94. DON'T OPEN THIS IF DON'T USE IT.
C#### (DON'T) OPEN FORMATTED SCRATCH FILE
C##=====================================================================
Cred need this file for measured data on an external file - 9/14/00
cred change to nscrat(8) because the first scratch file is used by
cred runoff and transport - 9/15/00
IF(NSCRAT(8).GT.0.AND.FFNAME(58).NE.'SCRT1.UF') OPEN(NSCRAT(8),
+ FILE=FFNAME(58),FORM='FORMATTED',STATUS='UNKNOWN')
C## IF(NSCRAT(1).GT.0.AND.FFNAME(51).EQ.'SCRT1.UF') OPEN(NSCRAT(1),
C## + FORM='FORMATTED',STATUS='SCRATCH')
C## NOUT = NSCRAT(1)
C## IF(NOUT.GT.0) REWIND NOUT
C=======================================================================
C>>>>>>>>>>>> READ DATA GROUP A1 <<<<<<<<<<<<
C=======================================================================
READ(N5,*,ERR=888) CC,NTAPE,NPLOT,MEAS,
+ MFILE,MPLOT,NQPP,METRIC,MCTH
NLP = NQPP+1
IF(MFILE.LE.0) MFILE = N5
WRITE(N6,30) NTAPE,METRIC,NQPP,NPLOT,MEAS,MFILE,MPLOT,MCTH
METRIC = METRIC + 1
IF(METRIC.EQ.1) THEN
CFACT1 = 28.31605/453592.0
CFACT2 = 28.31605
ELSE
CFACT1 = 1000.0 / 1.0E06
CFACT2 = 1000.0
ENDIF
IF(NPLOT.EQ.0.AND.MEAS.EQ.0) RETURN
NUNIT = N5
cold IF(MEAS.EQ.2) NUNIT = MFILE
IF(MEAS.EQ.2) THEN
Cwch, 9/16/00. Add error check for MFILE = NSCRAT8
IF(MFILE.NE.NSCRAT(8)) THEN
WRITE(*,3800) MFILE,NSCRAT(8)
WRITE(N6,3810)MFILE,NSCRAT(8)
IF(NSCRAT(8).GT.0) THEN
MFILE = NSCRAT(8)
ELSE
STOP ' MUST HAVE E3 INPUT ON NSCRAT(8). RUN ST
1OPPED FROM GRAPH.'
ENDIF
ENDIF
NUNIT = MFILE
REWIND NUNIT
ENDIF
IF(NPLOT.LT.1.OR.NTAPE.LT.1) GO TO 4000
C=======================================================================
C INTERFACING MECHANISM FOR QUANTITY AND QUALITY OF RUNOFF
C=======================================================================
C#### WCH, 8/5/93. ADD ERROR MESSAGE.
IF(NTAPE.NE.JIN(INCNT)) THEN
WRITE(N6,9500) NTAPE, JIN(INCNT), INCNT
WRITE(*,9500) NTAPE, JIN(INCNT), INCNT
STOP
ENDIF
CALL INFACE(1,NTAPE)
IF(NQUAL.GT.0) THEN
DO 110 K = 1,NQUAL
PPNAME(K) = PNAME(K)
PPUNIT(K) = PUNIT(K)
NNDIM(K) = NDIM(K)
110 CONTINUE
ENDIF
C=======================================================================
C INPUT INFORMATION FOR QUALITY PARAMETERS.
C=======================================================================
4000 IF(NQPP.LE.0) GO TO 4200
WRITE (N6,4090)
C=======================================================================
C>>>>>>>>>>>> READ DATA GROUP B1 <<<<<<<<<<<<
C=======================================================================
DO 4140 K = 1,NQPP
READ(N5,*,ERR=888) CC,KPOL,NLOAD(K+1),PNDUM,PUDUM,NDUM
C=======================================================================
C HERE, USER INPUT DEFINES POLLUTANTS.
C=======================================================================
K1 = K + 1
IF(KPOL.EQ.0.OR.NPLOT.EQ.0) THEN
IPOLX(K1) = K1
NDIM(K1) = NDUM
PNAME(K1) = PNDUM
PUNIT(K1) = PUDUM
ELSE
IPOLX(K1) = KPOL
NDIM(K1) = NNDIM(KPOL)
PNAME(K1) = PPNAME(KPOL)
PUNIT(K1) = PPUNIT(KPOL)
ENDIF
KK1 = NLOAD(K1) + 1
WRITE(N6,4150) K,PNAME(K1),PUNIT(K1),NDIM(K1),KPOL,ZX(KK1)
4140 CONTINUE
C=======================================================================
C>>>>>>>>>>>> READ DATA GROUP C1 <<<<<<<<<<<<
C=======================================================================
4200 IF(NPLOT.GT.0) THEN
IF(JCE.EQ.0) THEN
READ(N5,*,ERR=888) CC,(IPLOT(N),N=1,NPLOT)
WRITE(N6,40) NPLOT,(IPLOT(N),N=1,NPLOT)
ELSE
READ(N5,*,ERR=888) CC,(KPRED(N),N=1,NPLOT)
WRITE(N6,41) NPLOT,(KPRED(N),N=1,NPLOT)
ENDIF
ENDIF
C=======================================================================
C>>>>>>>>>>>> READ DATA GROUP C2 <<<<<<<<<<<<
C=======================================================================
IF(MPLOT.GT.0) THEN
IF(JCE.EQ.0) THEN
READ(N5,*,ERR=888) CC,(KPLOT(N),N=1,MPLOT)
WRITE(N6,55) MPLOT,(KPLOT(N),N=1,MPLOT)
ELSE
READ(N5,*,ERR=888) CC,(KMEAS(N),N=1,MPLOT)
WRITE(N6,56) MPLOT,(KMEAS(N),N=1,MPLOT)
ENDIF
ENDIF
C=======================================================================
C>>>>>>>>>>>> READ DATA GROUP D1 <<<<<<<<<<<<
C=======================================================================
READ(N5,*,ERR=888) CC,TITLE(1)
HTITLE(1) = TITLE(1)
HTITLE(2) = BMJ
DO 100 J = 1,20
100 MTAB(J) = 0
HORIZ(1) = HORIZG(1)
HORIZ(2) = HORIZG(2)
NNN = 0
C=======================================================================
C ITAB = SUBSCRIPT OF LOCATION OF MEASURED GRAPH WHEN MEASURED
C LOCATION MATCHES DESIRED PLOT LOCATION.
C=======================================================================
IF(MPLOT.GT.0) THEN
DO 180 M = 1,MPLOT
NNN = NNN + 1
DO 160 J = 1,LOCATS
IF(JCE.EQ.0.AND.KPLOT(M).EQ.NLOC(J)) GO TO 170
IF(JCE.EQ.1.AND.KMEAS(M).EQ.KAN(J)) GO TO 170
160 CONTINUE
ITAB(M) = 0
MTAB(M) = M
GO TO 180
170 ITAB(M) = J
MTAB(M) = M
180 CONTINUE
ENDIF
C=======================================================================
C CHECK FOR MATCHING LOCATIONS TO BE PLOTTED FROM SWMM FILE.
C MTAB EQ 0, NO MATCH BETWEEN IPLOT AND KPLOT.
C MTAB NE 0, MTAB = SUBSCRIPT OF IPLOT.
C=======================================================================
IF(NPLOT.GT.0) THEN
DO 210 J = 1,NPLOT
IF(MPLOT.EQ.0) GO TO 201
DO 200 M = 1,MPLOT
IF(JCE.EQ.0) JPLOT(M) = KPLOT(M)
IF(JCE.EQ.1) JMEAS(M) = KMEAS(M)
IF(JCE.EQ.0.AND.IPLOT(J).EQ.KPLOT(M)) GO TO 205
IF(JCE.EQ.1.AND.KPRED(J).EQ.KMEAS(M)) GO TO 205
200 CONTINUE
201 DO 206 N = 1,LOCATS
IF(JCE.EQ.0.AND.IPLOT(J).EQ.NLOC(N)) GO TO 203
IF(JCE.EQ.1.AND.KPRED(J).EQ.KAN(N)) GO TO 203
206 CONTINUE
IF(JCE.EQ.0) WRITE(N6,9020) IPLOT(J)
IF(JCE.EQ.1) WRITE(N6,9021) KPRED(J)
STOP
203 NNN = NNN + 1
IF(JCE.EQ.0) JPLOT(NNN) = IPLOT(J)
IF(JCE.EQ.1) JMEAS(NNN) = KPRED(J)
ITAB(NNN) = N
MTAB(NNN) = 0
GO TO 210
205 MTAB(M) = M
210 CONTINUE
END IF
C=======================================================================
C FROM PREDICTED OUTPUT, STORE EVERY MCTH DATA POINT
C PROGRAM THEN INTERPOLATES TO PLOT 100 POINTS AT MOST.
C FIRST PLOTTED POINT IS ALWAYS ZERO AT TZERO.
C=======================================================================
IF(MCTH.LE.0) MCTH = 1
WRITE(*,34) NNN
DO 800 MT = 1,NNN
IBACK = 0
NOTEND = .FALSE.
WRITE(*,35) MT
IF(NPLOT.EQ.0) GO TO 7000
IF(MT.LE.MPLOT.AND.ITAB(MT).EQ.0) GO TO 7000
C=======================================================================
C READ INTERFACE FILE HEADERS
C=======================================================================
CALL INFACE(0,NTAPE)
TTME = TZERO
N = 0
5000 DO 250 K = 1,100000,MCTH
N = N+1
DO 230 J = 1,MCTH
C=======================================================================
C READ TIME STEP VALUES FROM INTERFACE FILE.
C STORE IN TEMPORARY FILE AND PULL OUT DESIRED VALUES.
C=======================================================================
IF(NQUAL.EQ.0) THEN
READ(NTAPE,END=251) JDAY,TMDAY,DELTA,(QQT(I),I=1,LOCATS)
ELSE
READ(NTAPE,END=251) JDAY,TMDAY,DELTA,(QQT(I),
+ (PPT(L,I),L=1,NQUAL),I=1,LOCATS)
END IF
TTME = TTME + DELTA
230 CONTINUE
X(N,1) = TTME/3600.0
ITB = ITAB(MT)
DO 240 J = 1,NLP
IF(J.EQ.1) THEN
YT(N,J) = QQT(ITB)
ELSE
KP = IPOLX(J)
IF(KP.GT.0) THEN
YT(N,J) = PPT(KP,ITB)
ELSE
YT(N,J) = 0.0
ENDIF
ENDIF
240 CONTINUE
IF(N.GE.401) THEN
IBACK = IBACK + 1
GO TO 252
ENDIF
250 CONTINUE
251 NOTEND = .FALSE.
N = N - 1
IBACK = IBACK + 1
IF(N.LE.0) GO TO 800
GO TO 253
252 NOTEND = .TRUE.
253 NPT(1) = N
C=======================================================================
C OUTER LOOP ON HYDROGRAPH PLUS NUMBER OF POLLUTANTS.
C ONLY READ MEASURED DATA FOR FIRST 200 PREDICTED DATA POINTS.
C=======================================================================
7000 DO 820 J = 1,NLP
IF(IBACK.GT.1) GO TO 6000
IF(J.EQ.1) THEN
VERT1 = VER1
VERT2 = VER2
IF(METRIC.EQ.1) VERT3 = VER3
IF(METRIC.EQ.2) VERT3 = VER4
ELSE IF(NLOAD(J).EQ.0) THEN
JJ = IPOLX(J)
HTITLE(1) = TITLE(1)
VERT1 = PNAME(JJ)
VERT2 = VER2
VERT3 = PUNIT(JJ)
ELSE
JJ = IPOLX(J)
HTITLE(1) = PNAME(JJ)
VERT2 = VERM(2)
VERT3 = VERM(3)
IF(METRIC.EQ.1) VERT1 = VERM(1)
IF(METRIC.EQ.2) VERT1 = VERM(4)
ENDIF
IF(NPLOT.GT.0) THEN
IF(NLOAD(J).EQ.1) GO TO 6000
IF(MTAB(MT).EQ.0) GO TO 6000
IF(MPLOT.EQ.0) GO TO 6000
ENDIF
KK = 0
C=======================================================================
C LOOP ON NUMBER OF MEASURED LOCATIONS TO BE PLOTTED.
C=======================================================================
C READ PARAMETERS FOR MEASURED INPUT FOR EACH LOCATION FOR EACH
C MEASURED HYDROGRAPH AND POLLUTOGRAPH.
C=======================================================================
C>>>>>>>>>>>> READ DATA GROUP E1 <<<<<<<<<<<<
C=======================================================================
READ(N5,*,ERR=888) CC,MDATA,LCARD,MTIME,
+ MUNIT,TMZERO,TQUIT,DTMHR
WRITE(N6,310) PRIN(1),KPLOT(MT),
+ MDATA,LCARD,MTIME,MUNIT,TMZERO,TQUIT,DTMHR
IF(MDATA.EQ.0) GO TO 6000
C=======================================================================
C READ IN VARIABLE FORMAT FOR EACH MEASURED DATA INPUT.
C=======================================================================
C>>>>>>>>>>>> READ DATA GROUP E2 <<<<<<<<<<<<
C=======================================================================
READ(N5,*,ERR=888) CC,FIRMAT
IF(FIRMAT.EQ.' ') FIRMAT = DEFMT
WRITE(N6,360) FIRMAT
C=======================================================================
C>>>>>>>>>>>> READ DATA GROUP E3 <<<<<<<<<<<<
C=======================================================================
C MUNIT = 0 TIME IS IN MINUTES.
C MUNIT = 1 TIME IS IN HOURS.MINUTES.
C MUNIT = 2 TIME IS IN HOURS.
C=======================================================================
IF(MTIME.EQ.0) THEN
KSTOP = 0
KK = 0
Cwch 9/14/00 Add error message.
cred rearrange the next few lines - 9/14/00
370 continue
cold370 READ(NUNIT,FIRMAT) (TIMX(LL),YVAL(LL),LL=1,LCARD)
cred allow for a free formatted file - 9/14/00
if(FIRMAT.EQ.'FREE') then
READ(NUNIT,*,end=510,err=385)
+ (TIMX(LL),YVAL(LL),LL=1,LCARD)
else
READ(NUNIT,FIRMAT,END=510,ERR=385)
1 (TIMX(LL),YVAL(LL),LL=1,LCARD)
endif
cred end of 9/14/00 change
DO 380 LL = 1,LCARD
IF(TIMX(LL).GE.TQUIT) THEN
KKX = LL-1
KSTOP = 1
GO TO 390
END IF
380 CONTINUE
KKX = LCARD
Cwch, 9/14/00
GO TO 390
385 WRITE(N6,3885) (KK+1)/LCARD
STOP ' ERROR READING E3 LINES. SEE OUTPUT FILE. RUN
1 STOPPED FROM GRAPH.'
390 IF(KKX.LE.0) GO TO 500
DO 490 LL = 1,KKX
LX = KK+LL
IF(MUNIT-1.LT.0) THEN
X(LX,2) = TIMX(LL)/60.+TMZERO
ELSE
IF(MUNIT-1.EQ.0) THEN
TIM = IFIX(TIMX(LL))
X(LX,2) = TIM+(TIMX(LL)-TIM)/0.6+
+ TMZERO
ELSE
X(LX,2) = TIMX(LL)+TMZERO
ENDIF
ENDIF
490 Y(LX,2) = YVAL(LL)
500 KK = KK+KKX
IF(KK.LT.401.AND.KSTOP.EQ.0) GO TO 370
Cred get out of this loop, use the END statement - 9/15/00
510 IF(KK.GT.401) KK = 401
cold IF(KK.GT.201) KK = 201
NPT(2) = KK
WRITE(N6,505) KK
ENDIF
C=======================================================================
C HERE, COMPUTE TIME USING CONSTANT TIME INCREMENT, DTMHR, IN HOURS.
C=======================================================================
C>>>>>>>>>>>> READ DATA GROUP E3 <<<<<<<<<<<<
C=======================================================================
IF(MTIME.GT.0) THEN
IF(MTIME.GT.401) THEN
WRITE(N6,520) MTIME
MTIME = 401
ENDIF
IF(MTIME.GT.0) THEN
cold READ(N5,FIRMAT) (Y(LL,2),LL=1,MTIME)
cred allow for a free formatted file - 9/14/00
Cwch, 9/16/00. Put read in DO-loop since documentation says read
C LCARD values per line.
DO JJ = 1,MTIME,LCARD
LLSTOP = LCARD
IF(MTIME-JJ+1.LT.LCARD) LLSTOP=MTIME-JJ+1
KL = JJ
if(FIRMAT.EQ.'FREE') then
READ(N5,*,ERR=545) (Y(LL,2),LL=KL,LLSTOP)
else
READ(N5,FIRMAT,ERR=545) (Y(LL,2),LL=KL,LLSTOP)
endif
END DO
Cwch, 9/16/00. Include error message here too.
GO TO 547
545 WRITE(N6,3885) JJ
STOP ' ERROR READING E3 LINES. SEE OUTPUT FILE. RUN
1 STOPPED FROM GRAPH.'
547 DO 550 LX = 1,MTIME
550 X(LX,2) = TMZERO+FLOAT(LX-1)*DTMHR
NPT(2) = MTIME
ENDIF
ENDIF
C=======================================================================
C CONVERT PREDICTED FLOWS TO APPROPRIATE UNITS
C=======================================================================
NN = NPT(1)
IF(NPLOT.EQ.0) NN = NPT(2)
DO 630 N = 2,NN
IF(J.EQ.1) THEN
Cwch, 9/14/00. Interface file flows already metric, from Runoff & Transp.
C Y(N,1) = YT(N,J)/CMET(1,METRIC)**3.0
Y(N,1) = YT(N,J)
GO TO 630
ENDIF
C=======================================================================
C CONVERT PREDICTED AND MEASURED
C POLLUTOGRAPHS TO CONCENTRATION FROM CFS*CONC.
C=======================================================================
IF(NLOAD(J).EQ.0) THEN
IF(YT(N,1).GT.0.0) Y(N,1) = YT(N,J)/YT(N,1)
ELSE
IF(NDIM(J).EQ.0) THEN
Y(N,1) = YT(N,J)*CFACT1
Y(N,2) = Y(N,2)*CFACT1
ELSE
Y(N,1) = YT(N,J)*CFACT2
Y(N,2) = Y(N,2)*CFACT2
ENDIF
ENDIF
630 CONTINUE
CALL CURVE(X,Y,NPT,2,KPLOT(MT),KMEAS(MT))
IF(J.EQ.1) THEN
USE = 'FLOW'
ELSE
IF(NLOAD(J).EQ.0) USE = 'CONC'
IF(NLOAD(J).EQ.1) USE = 'LOAD'
ENDIF
KP = IPOLX(J)
IF(KP.EQ.0) KP = 1
CALL HYSTAT(X,Y,NPT,2,KPLOT(MT),KMEAS(MT),TRIBA,METRIC,
+ USE,PUNIT(KP),PNAME(KP))
C=======================================================================
C PLOT PREDICTED GRAPHS ONLY.
C CONVERT PREDICTED POLLUTOGRAPHS TO CONCENTRATION FROM CFS*CONC.
C=======================================================================
IF(ITAB(MT).EQ.0) GO TO 820
6000 IF(MTAB(MT).EQ.0.OR.(J.GT.1.AND.NLOAD(J).GT.0)) THEN
IF(J.EQ.1) THEN
USE = 'FLOW'
ELSE
IF(NLOAD(J).EQ.0) USE = 'CONC'
IF(NLOAD(J).EQ.1) USE = 'LOAD'
ENDIF
NN = NPT(1)
SUMFLW = 0.0
DO 930 N = 1,NN
IF(J.EQ.1) THEN
Cwch, 9/14/00. Interface file flows already metric, from Runoff & Transp.
C Y(N,1) = YT(N,J)/CMET(1,METRIC)**3.0
Y(N,1) = YT(N,J)
SUMFLW = SUMFLW + Y(N,1)
GO TO 930
ENDIF
IF(NLOAD(J).EQ.0) THEN
IF(YT(N,1).GT.0.0) Y(N,1) = YT(N,J)/YT(N,1)
ELSE
IF(NDIM(J).EQ.0) THEN
Y(N,1) = YT(N,J)*CFACT1
Y(N,2) = Y(N,2)*CFACT1
ELSE
Y(N,1) = YT(N,J)*CFACT2
Y(N,2) = Y(N,2)*CFACT2
ENDIF
ENDIF
930 CONTINUE
C=======================================================================
C PLOT ONLY THE PREDICTED DATA USING CURVE
C=======================================================================
IF(J.EQ.1.AND.SUMFLW.EQ.0.0) THEN
IF(JCE.EQ.0) WRITE(N6,9040) JPLOT(MT),NPT(1)
IF(JCE.EQ.1) WRITE(N6,9041) JMEAS(MT),NPT(1)
ELSE
CALL CURVE(X,Y,NPT,1,JPLOT(MT),JMEAS(MT))
IF(J.EQ.1) THEN
USE = 'FLOW'
ELSE
IF(NLOAD(J).EQ.0) USE = 'CONC'
IF(NLOAD(J).EQ.1) USE = 'LOAD'
ENDIF
KP = IPOLX(J)
IF(KP.EQ.0) KP = 1
CALL HYSTAT(X,Y,NPT,1,JPLOT(MT),JMEAS(MT),TRIBA,
+ METRIC,USE,PUNIT(KP),PNAME(KP))
ENDIF
ENDIF
820 CONTINUE
C=======================================================================
C IF MORE THAN 201 DATA POINTS ARE ON THE INTERFACE FILE
C RETURN AND CONTINUE PLOTTING THE HYDROGRAPHS AND POLLUTOGRAPHS
C=======================================================================
IF(IBACK.GE.1.AND.NOTEND) THEN
N = 0
GO TO 5000
ENDIF
800 CONTINUE
C=======================================================================
10 FORMAT(/,
+' ***************************************************',/,
+' * ENTRY TO GRAPH BLOCK. LAST UPDATED AUGUST 1993. *',/,
+' * "All art is quite useless." *',/,
+' * Oscar Wilde (1891) *',/,
+' ***************************************************',/)
C#### WCH, 8/5/93
12 FORMAT(/,
+' ***************************************************',/,
+' * ENTRY TO GRAPH BLOCK. LAST UPDATED AUGUST 1993. *',/,
+' ***************************************************',/)
30 FORMAT(/,' INPUT PARAMETER SUMMARY:',//,
1 ' NUMBER OF OFF-LINE FILE OF PREDICTED DATA(NTAPE)....',I3,/,
2 ' FLOW ORDINATE IN CFS (=0) OR CU M/S (=1) (METRIC)...',I3,/,
3 ' NUMBER OF POLLUTOGRAPHS TO BE PLOTTED (NQP).........',I3,/,
4 ' NUMBER OF LOCATIONS FOR PREDICTED PLOTS(NPLOT)......',I3,/,
5 ' INDICATING MEASURED DATA AND THEIR STORAGE(MEAS)....',I3,/,
6 ' FILE NUMBER FOR RETRIEVAL OF MEASURED DATA(MFILE)...',I3,/,
7 ' NUMBER OF LOCATIONS FOR MEASURED DATA(MPLOT)........',I3,/,
8 ' SKIP MCTH VALUES ON INTERFACE FILE..................',I3)
34 FORMAT(/,' PLOTTING ',I5,' LOCATIONS',/,' PLOTTING GRAPH # ',/)
35 FORMAT('+',I16)
40 FORMAT(//,' PREDICTED GRAPHS ARE TO BE PLOTTED FOR THE FOLLOWING
1 ',I4,' LOCATIONS :',//,10I11,/,10I11)
41 FORMAT(//,' PREDICTED GRAPHS ARE TO BE PLOTTED FOR THE FOLLOWING
1 ',I4,' LOCATIONS :',//,10A11,/,10A11)
55 FORMAT(/,' MEASURED GRAPHS ARE TO BE PLOTTED FOR THE FOLLOWING ',
1I4,' LOCATIONS :',//,10I11,/,10I11)
56 FORMAT(/,' MEASURED GRAPHS ARE TO BE PLOTTED FOR THE FOLLOWING ',
1I4,' LOCATIONS :',//,10A11,/,10A11)
310 FORMAT(//,1X,A14,
1 ' DATA GROUP E1 INPUT PARAMETERS FOR LOCATION ',I5,' ARE:',/,
2' MDATA = ',I10,' LCARD = ',I10, ' MTIME = ',I10,/,
2' MUNIT = ',I10,' TMZERO = ',F10.4,' TQUIT = ',F10.4,/,
3' DTMHR = ',F10.4)
360 FORMAT(/,' INPUT FORMAT FOR THESE DATA IS: ',A80)
505 FORMAT(I6,' MEASURED DATA POINTS READ IN.')
520 FORMAT(/,' ===> WARNING! MTIME=',I5,', GT 401. NOT ALLOWED.',
1 ' MTIME WILL BE SET = 401.')
Cwch, 9/16/00
3800 FORMAT(' ERROR. MFILE =',I4,' NSCRAT(8) =',I4,'. SHOULD BE EQUAL.'
1,/,' WILL TRY SETTING MFILE = NSCRAT(8), IF NON-ZERO.',/,
2 ' OTHERWISE, RUN WILL STOP, BELOW.')
3810 FORMAT(' ERROR. MFILE =',I4,' NSCRAT(8) =',I4,'. SHOULD BE EQUAL.'
1,/,' WILL TRY SETTING MFILE = NSCRAT(8), IF NON-ZERO.',/,
2 ' OTHERWISE, CANNOT READ E3 DATA AND RUN WILL STOP.')
Cwch, 9/14/00.
3885 FORMAT(/,' ERROR READING E3 LINES. RUN STOPPED.',/,
1 ' OFFENDING E3 LINE IS NUMBER',I6)
4090 FORMAT(/,
1' ****************************************',/,
1' * QUALITY CONSTITUENTS TO BE GRAPHED *',/,
1' ****************************************',//,
1 ' TYPE OF INTERFACE FILE',/,
3 ' NO. NAME UNITS UNITS POSITION (IF ANY) PLOT',
3 ' DESCRIPTION',/,
4 ' --- ----- ----- ----- ----------------------',
5 '------------')
4150 FORMAT(I3,2X,A8,2X,A8,I6,I13,A30)
9020 FORMAT(/,' ===> ERROR LOCATION: ',I10,' WAS NOT FOUND ON THE ',
+ 'INTERFACE FILE.')
9021 FORMAT(/,' ===> ERROR LOCATION: ',A10,' WAS NOT FOUND ON THE ',
+ 'INTERFACE FILE.')
9040 FORMAT(/,' ===> HYDROGRAPH FOR LOCATION ',I10,' WITH ',I5,
+ ' POINTS',/,' WAS NOT PLOTTED BECAUSE THE FLOW WAS ZERO.')
9041 FORMAT(/,' ===> HYDROGRAPH FOR LOCATION ',A10,' WITH ',I5,
+ ' POINTS', /,' WAS NOT PLOTTED BECAUSE THE FLOW WAS ZERO.')
C#### WCH, 8/5/93
9500 FORMAT(/,' ===> ERROR. FOR NTAPE > 0, NTAPE MUST EQUAL JIN.',/,
+ ' NTAPE =',I5,' JIN =',I5,' COUNTER (INCNT) =',I5)
C=======================================================================
RETURN
888 CALL IERROR
END
