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updates and reorganisation of input

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master
Ian P King 5 years ago
parent 3876d0b8e3
commit e2cf7fccea
19 changed files with 1616 additions and 241 deletions
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BIN
LINELABELS.xlsx
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124
RMA10PRP/DUMMY.R10
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@ -1,100 +1,110 @@
INBNGEO MESH.GEO & Input binary file with geometric data
OUTFIL RESULTS.OUT & Output ASCII results
OUTBNRMA BRESULTS.RMA & Output binary file with new format results data
OUTBNRST BRESULTS.RST & Output binary file with restart data
OUTCON CONTIN.DAT & Output ASCII file with continuity line flow data
OUTASXTR EXTRACT.DAT & Output ASCII file listing extracted results for specified nodes
ENDFIL
ENDLIMIT
TI
STARTIM & Starting date and time
ENDTIM & Ending date and time
TI TEST ESTUARY
3DTYPLD2 & 3-d model with type LD2 input
1DTYP 0 & 1-D cross section type (see users manual for more details)
ELEV 0.000 & Reference level for vertical transformation / Starting water level
STARTIM 01/01/2019 00.00 & Starting date and time
OVERLAYT & Overlay input time/date onto restart file
SSITN 5 & Number of steady state iteration cycles to be applied
TRITN 5 & Number of time transient iteration cycles to be applied per time step
TRSTEPS 4 & Number of transient steps to be simulated
TIMPROJ 1 & Time projection switch 1= no projection, 0 = use time derivative (least stable), 2 = project u
SOLVER 5 & Equation solver type 0=FRONT > 0 PARDISO SOLVER
VERTEQSW 20000 & Number of vertical velocity equations to switch to PARDISO (Default=20000)
SLVERDSK 0 & Switch to initiate out of local memory (disk) version of PARDISO for very large prblems
VERTTURB 0 & Vertical turbulence option
MARSHOPT 0 & Marsh option 0=inactive -2 = input marsh parameters
EDDYTYPE 1 & Eddy type 0 = fixed, 1= scaled, 2 = Smagorinsky
TBFACT 0.200 & Turbulence factor when Smagorinsky is active
TBMIN 1.000 & Turbulence minimum when Smagorinsky is active
TIMPROJ 1 & Time projection switch 1= no projection, 0 = use time derivative (least stable), 2 = project u
2DMODEL & 2-d model approximation
GRAVITY 1 & Units switch 1 = metric 0 = english
ZEROBED 0 & Force zero bed velocity 1 = at all bed levels 2 = limited by bed level input
ZERBELLV 0.000 & Force zero velocity on water surface
PASSSAL 0 & Bed level below which zero bed level in applied
PASSTMP 0 & Ignore influence of salinity on water density
PASSSED 0 & Ignore influence of temperature on water density
ZEROSURF 0 & Ignore influence of sediment on water density
SAVITR 0 & Save binary file for all iterations 0 = ignore, 1 =save
REVRTDEN 0.000 & Option for vertical density model 0 = standard 1 = revised method
SURFMIX 0.400 & Depth of surface mixing (associated with free water surface local turbulence
TRANSIT 0.50000 & Transition depth for collapse from 3-D to 2-D approximation
GRAVITY 1 & Units switch 1 = metric 0 = english
OMEGA 0.000 & Latitude (degrees) positive in northern hemisphere
ELEV 0.000 & Reference level for vertical transformation / Starting water level
X-SCALE 1.000 & x scale factor (0.0 equivalent to 1.0)
Y-SCALE 1.000 & y scale factor (0.0 equivalent to 1.0)
Z-SCALE 1.000 & z sacle factor (0.0 equivalent to 1.0)
BOUNDCMN 1.000 & Defines constant associated with vertical constituent distribution at boundary
BOUNDCPW 1.000 & Defines power associated with vertical constituent distribution at boundary
UNOM 0.000 & Nominal water velocity at startup
UDIR 0.000 & Nominal current direction in radians c-clockwise from horzontal
HMIN 0.000 & Minimum depth as startup (ignored if set = 0.0) Use with care can cause initial instabilty
DSET 0.200 & Depth at which drying (element removal) is initiated when drying
DSETD 0.300 & Depth at which rewetting (element return) occurs when flooding
FIXBC 0 & Switch that forces boundary conditions to be applied regardless of direction
VERTEQSW 20000 & Number of vertical velocity equations to switch to PARDISO (Default=20000)
PASSSAL 0 & Ignore influence of salinity on water density
PASSTMP 0 & Ignore influence of temperature on water density
PASSSED 0 & Ignore influence of sediment on water density
ZEROBED 0 & Force zero bed velocity 1 = at all bed levels 2 = limited by bed level input
ZERBELLV 0.000 & Bed level below which zero bed level in applied
ZEROSURF 0 & Force zero velocity on water surface
INITWSRF 0.000 & Initial water surface elevation, Required if different from tra nsformation reference level
INITSAL 0.000 & Initial salinity when no restart file specified
INITTEMP 20.000 & Initial temperature when no restart file specified
INITSED 0.000 & Initial sediment concentration when no restart file specified
INITUBED 0.100 & Bed x-velocity used to compute resistance to flow for initial conditions regardless of initial
INITVBED 0.100 & Bed y-velocity used to compute resistance to flow for initial conditions regardless of initial
INITUBED 0.000 & Bed x-velocity used to compute resistance to flow for initial conditions regardless of initial
INITVBED 0.000 & Bed y-velocity used to compute resistance to flow for initial conditions regardless of initial
RETRNPCT 0.000 & Percent of outflowing average concentration returned on next tidal inflow
SURFMIX 0.500 & Depth of surface mixing (associated with free water surface local turbulence
SSITN 20 & Number of steady state iteration cycles to be applied
TRITN 20 & Number of time transient iteration cycles to be applied per time step
TRSTEPS 12 & Number of transient steps to be simulated
CONV-VEL 0.01000 & Convergence limit for velocities
CONV-DEP 0.00100 & Convergence limit for depth
CONV-SAL 0.01000 & Convergence limit for salinity
CONV-TMP 0.01000 & Convergence limit for temperature
CONV-SED 0.01000 & Convergence limit for sediment concentration
ECHSVALL & Show element and node data in echo print
ITERINTV 0 & Iteration frequency for ASCII output. Skip if = 0
ASCSVFRQ 1 & Time step frequency for ASCII output
STBIN 1 & Save startup to binary results file
DRYSW 0 & Switch to initiate element elimination
FRQBIN 1 & Time step frequency for binary output
FRQRST 10 & Time step frequency for individual binary restart file
RWDASFRQ 999999 & Time step frequency for restarting ASCII results file (saves file size for very large number o
1DTYP 1 & 1-D cross section type (see users manual for more details)
SOLVER 4 & Equation solver type 0=FRONT > 0 PARDISO SOLVER
SLVERDSK 0 & Switch to initiate out of local memory (disk) version of PARDISO for very large prblems
MESSRWND 999999 & Time step frequency for restarting ASCII message file (saves file size for very large number o
INITWSRF 0.000 & Initial water surface elevation, Required if different from tra nsformation reference level
CONV-VEL 0.01000 & Convergence limit for velocities
CONV-DEP 0.00100 & Convergence limit for depth
CONV-SAL 0.01000 & Convergence limit for salinity
CONV-TMP 0.01000 & Convergence limit for temperature
CONV-SED 0.01000 & Convergence limit for sediment concentration
Continuity lines for selective output
CCLINOUT 1 4 5
SAVITR 0 & Save binary file for all iterations 0 = ignore, 1 =save
& Nodes for extraction of all constiuents to a time series file
SPR-NOD 23 45 56
& Continuity lines for selective output
CCLINOUT 1
CONT-FLW & Save flows in continuity line output
CONT-DEP & Save depths in continuity line output
CONT-ELV & Save average water surface elevations in continuity line output
CONT-SAL & Save average salinity in continuity line output
CONT-TMP & Save average temperature in continuity line output
CONT-SED & Save average sediment concentration in continuity line output
EDDY-MAT 1 -0.20000 & Horizontal turbulent eddy coefficient
EDDY-VRT 1 0.000E+00 & Vertical turbulent eddy coefficient
DIFF-MAT 1 0.00000 & Horizontal turbulent diffusion coefficient
DIFF-VRT 1 0.000E+00 & Vertical turbulent diffusion coefficient
X-SCALE 1.000 & x scale factor (0.0 equivalent to 1.0)
Y-SCALE 1.000 & y scale factor (0.0 equivalent to 1.0)
Z-SCALE 1.000 & z sacle factor (0.0 equivalent to 1.0)
DRYSW 0 & Switch to initiate element elimination
DSET 0.200 & Depth at which drying (element removal) is initiated when drying
DSETD 0.300 & Depth at which rewetting (element return) occurs when flooding
FIXBC 0 & Switch that forces boundary conditions to be applied regardless of direction
UNOM 0.250 & Nominal water velocity at startup
UDIR 0.000 & Nominal current direction in radians c-clockwise from horzontal
HMIN 0.000 & Minimum depth as startup (ignored if set = 0.0) Use with care can cause initial instabilty
EDDY-MAT 1 0.20000 & Horizontal turbulent eddy coefficient
EDDY-VRT 1 1.000E-01 & Vertical turbulent eddy coefficient
DIFF-MAT 1 0.10000 & Horizontal turbulent diffusion coefficient
DIFF-VRT 1 1.000E-03 & Vertical turbulent diffusion coefficient
MANN-MAT 1 0.02000 & Manning/Chezy bed friction coefficient >1.0 is Chezy coefficient
MANN-BNK 1 0.00000 & Bank Manning coefficient if appropriate
MANN-SRF 1 0.00000 & Water surface Manning coefficient if appropriate
MARSH-FR 1 0.00000 & Marsh factor when drying applied to friction coefficient
MARSH-FR 1 10.00000 & Marsh factor when drying applied to friction coefficient
ED-VTVAR 1 1.000 0.000 0.000 & Eqn for vertical distribution factor for horizontal eddy coefficient F=a+z*(b+c*z)
MARSHOPT -2 & Marsh option 0=inactive -2 = input marsh parameters
MARSH-SH 2.000 & Marsh coefficient depth shift
MARSH-RG 0.500 & Marsh coefficient range
MARSH-PR 0.010 & Marsh coefficient porosity
MARSH-LM 0.000 & Marsh coefficient limit
& Nodal layer data type LD2, 0 = apply to all nodes, number of layers Proportional factors
LD2 0 4 1.000 2.000 3.000 4.000
BOUNDCMN 1.000 & Defines constant associated with vertical constituent distribution at boundary
BOUNDCPW 1.000 & Defines power associated with vertical constituent distribution at boundary
BN-V-MIN 1.000 & Boundary velocity vertical distribution constant
BN-V-PWR 1.000 & Boundary velocity vertical distribution power
TR-V-MIN 1.000 & 2-D to 3-D velocity vertical distribution constant
TR-V-PWR 1.000 & 2-D to 3-D velocity vertical distribution power
MARSH-SH 1.500
MARSH-RG 0.670
MARSH-PR 0.040
MARSH-LM 0.000
TAB-END
ENDGEO
TAB-END & Indicator of end of tabular data set
ENDGEO & Indicator of end of end control and geometry data
DELTA-HR 0.0000 & Time step in minutes
CN-ELEVC 2 0 0.0000 0.000 0.000 0.000 & Continuity line elevation CN-ELEVC is elevation specified as constant along a line - CCLINE, Elevation ,bc-sal,bc-temp,bc-sed
CN-QC 1 0 50.00 0.00 0.000 0.000 0.000 & Continuity line inflow CN-QC is standard inflow , CCLINE, Total Flow, Dir, bc-sal,bc-temp,bc-sed FL-QC means subsequent steps from file
ENDSTEP
DELTA-MN 15.0000 & Time step in hours
DATE-END 31/01/2018 12.00 & Ending time for the time step block
DATE-END 31/01/2019 12.00 & Ending time for the time step block
CN-ELEVC 2 0 0.0000 0.000 0.000 0.000 & Continuity line elevation CN-ELEVC is elevation specified as constant along a line - CCLINE, Elevation ,bc-sal,bc-temp,bc-sed
CN-QC 1 0 50.00 0.00 0.000 0.000 0.000 & Continuity line inflow CN-QC is standard inflow , CCLINE, Total Flow, Dir, bc-sal,bc-temp,bc-sed FL-QC means subsequent steps from file
ENDSTEP

4
RMA10PRP/New Text Document.txt
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@ -0,0 +1,4 @@
SED SETTLING
IOV
TRANSIT

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RMA10PRP/RMA10PRP.u2d
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RMA10PRP/RMA10PRP.vfproj
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@ -37,7 +37,7 @@
<File RelativePath=".\SRC\BLKRM10.F90"/>
<File RelativePath=".\SRC\CONVERT.F90"/>
<File RelativePath=".\SRC\DEFAULTS.F90"/>
<File RelativePath=".\SRC\FORMFILE.F90"/>
<File RelativePath=".\SRC\FORMFILEV2.F90"/>
<File RelativePath=".\SRC\help10.f90"/>
<File RelativePath=".\SRC\READRM10.F90"/>
<File RelativePath=".\SRC\resid.f90"/>

4
RMA10PRP/SRC/BLKRM10.F90
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@ -13,13 +13,13 @@
INTEGER IWIND(25),IWUNITS(25), NRITR(25)
INTEGER ITYP(1000),INTG(100),IDEFLT(100),IQLIN(20,25),IQLIN1(20,25),IHLIN(20,25),IELIN(500,25),LAYNUMH(20,25),LAYNUMQ(20,25),LAYNUME(20,25),IITYPE(25)
INTEGER qcklin(20,25),hcklin(20,25),ecklin(500,25),ecklin1(500,25),ecklin2(500,25),IETP(500,20),hcklin1(20,25),IELIN1(500,25)
INTEGER ICFLOWS(20),ICELEV(20),ICDEP(20),ISPRTN(20),NCFLOWS,NCELEV,NCDEP,NSPRTN
INTEGER ICFLOWS(20),ICELEV(20),ICDEP(20),NCFLOWS,NCELEV,NCDEP,NSPRTN
INTEGER ISFLIN(20,25),NSFLIN(25),IFCLIN(20,25),IFCLIN1(20,25),NFCLIN(25)
INTEGER LIMITVAL(13),LIMITDFT(13),IWTYP(1000),NWR,NHOLDC,ICPLIN(27)
INTEGER IELTOPIP(10),IPIPTOEL(10),JET,JGATE,L3DCNT,L3DTYP
INTEGER IBF1(1000),IEXTYP(1000),IGATE(1000,2)
INTEGER JND(1000),KKLAY(1000)
INTEGER NCSPLPT(30)
INTEGER NCSPLPT(30),NSPLPT(10)
REAL L3DDAT(1000,40),BCSND(500,25,6)
INTEGER IITYP(1000)
INTEGER KHCN(25),IHCN(20,25)

42
RMA10PRP/SRC/CONVERT.F90
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@ -4,7 +4,7 @@
USE BLKMAT
USE BLKRM10
integer inrm1,k
CHARACTER*8 LABELF(43),labelin,ID
CHARACTER*8 LABELF(44),labelin,ID
character*72 namin,DLIN
CHARACTER*8 DLINEXTRA
COMMON /DLINF/ DLINEXTRA
@ -16,7 +16,7 @@
INTEGER IMTS(12)
DATA IMTS/0,31,59,90,120,151,181,212,243,273,304,334/
DATA LABELF/&
'INBNGEO ','INRM1 ','INBNRST ','INCROS ','INHYD ','INELEV ','INELFL ','INBNELF ','INHARM ','METFIL '&
'INBNGEO ','INRM1 ','INBNRST ','INCROS ','INHYD ','INELEV ','INELTFL ','INBNELF ','INHARM ','INLAYDAT','METFIL '&
,'OUTFIL ','OUTBNRMA','OUTBNRST','OUTBN3GE','OUTCON ','OUTMET ','TIMFIL ','BWINDIN ','AWINDIN ','OUTBNXTR'&
,'OUTASXTR','OUTBNELF','INSRCORD','INBNWGT ','INBNSTRS','OUTBNWGT','OUTWGT ','GROUPNUM','STFLFIL ','INASTRAT'&
,'BCFIL ','VOLFIL ','OUTBNRES','VELBNFIL','IN3DBNGE','OUTBN2GE','INSMSGN ','OUTSMS '&
@ -34,7 +34,7 @@
endif
100 CONTINUE
DO J=1,43
DO J=1,45
DO K=1,72
FNAME(J)(K:k)=' '
ENDDO
@ -94,7 +94,7 @@
OPEN(INRM2,FILE=NAMEFL,FORM='FORMATTED')
! Now read files
DO J=1,44
DO J=1,45
IF(LABELIN(1:6) .EQ. 'ENDFIL') THEN
NFIL=J-1
EXIT
@ -195,6 +195,9 @@
ELSEIF(ID(1:2) .EQ. 'C2') THEN
!IPK DEC07 REPLACE OMEGA BY OMEGA1
READ(DLIN,5020) OMEGA1,ELEV,XSCALE,YSCALE,ZSCALE
IF(XSCALE .EQ. 0.) XSCALE=1.0
IF(YSCALE .EQ. 0.) YSCALE=1.0
IF(ZSCALE .EQ. 0.) ZSCALE=1.0
ELEV1=ELEV
5020 FORMAT(7F8.0,2I8)
write(75,*) 'read c2'
@ -204,7 +207,10 @@
READ(DLIN,5020) CMIN,CPR,UNOM,UDIR,HMNN,DSET,DSETD,IFXBC,IEQSWT
!IPK NOV97 READ(LIN,7000) ID,DLIN
IF(CMIN .EQ. 0.) CMIN=1.0
IF(CPR .EQ. 0.) CPR=1.0
IF(UNOM .EQ. 0.) UNOM=0.25
IF(IEQSWT .EQ. 0) IEQSWT=20000
GO TO 250
ELSEIF(ID(1:2) .EQ. 'C4') THEN
@ -218,6 +224,7 @@
READ(DLIN,5011) NITI,NITN,TSTART,NCYC,IPRT,NPRTI,NPRTF,IRSAV,IDSWT
5011 FORMAT( 2I8,F8.0,6I8)
IF(IRSAV .EQ. 0) IRSAV=1
write(75,*) 'read c5'
@ -227,6 +234,10 @@
!IPK APR11
READ(DLIN,'(8I8)') IOUTFREQ,IOUTRST,IREWOUT,ID1DND,ICPU,IOOC,IREWMES,IDEBUG1
IF(IOUTRST .EQ. 0) IOUTRST=10
IF(IOUTFREQ .EQ. 0) IOUTFREQ=1
IF(IREWOUT .EQ. 0) IREWOUT=999999
IF(IREWMES .EQ. 0) IREWMES=999999
!IPK JAN09
GO TO 250
@ -370,17 +381,17 @@
ENDDO
GO TO 250
! ELSEIF(ID(1:3) .EQ. 'SP ') THEN
! READ(DLIN,5010) (NSPLPT(J),J= 1,9)
! READ(DLINEXTRA,'(I8)') NSPLPT(10)
! DO J=10,1,-1
! IF(NSPLPT(J) .GT. 0) THEN
! JSPLPT=J
! GO TO 22
! ENDIF
! ENDDO
!22 CONTINUE
! GO TO 250
ELSEIF(ID(1:3) .EQ. 'SP ') THEN
READ(DLIN,5010) (NSPLPT(J),J= 1,9)
READ(DLINEXTRA,'(I8)') NSPLPT(10)
DO J=10,1,-1
IF(NSPLPT(J) .GT. 0) THEN
JSPLPT=J
EXIT
ENDIF
ENDDO
CONTINUE
GO TO 250
ELSEIF(ID(1:4) .EQ. 'CSPC') THEN
READ(DLIN,'(9A8)') (ACSPLPT(J),J= 1,8)
@ -426,6 +437,7 @@
5031 FORMAT(8X,8F8.0)
5032 FORMAT(8X,I8,2F8.0)
READ(DLIN,5030) J,(ORT(J,K),K=1,7)
ITYP(J)=J
write(75,*) 'read ed1'
IF(NMAT .LT. J) NMAT=J

26
RMA10PRP/SRC/DEFAULTS.F90
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@ -67,8 +67,8 @@
CPR=1.0
CMINDF=1.0
CPRDF=1.0
UNOM=0.
UNOMDF=0.
UNOM=0.25
UNOMDF=0.25
UDIR=0.
UDIRDF=0.
HMIN=0.0
@ -87,10 +87,10 @@
TEMPIDF=20.
SEDI=0.
SEDIDF=0.
UINP=0.1
UINPDF=0.1
VINP=0.1
VINPDF=0.1
UINP=0.0
UINPDF=0.0
VINP=0.0
VINPDF=0.0
prcnt=0.
prcntDF=0.
DMIX=0.5
@ -119,10 +119,10 @@
IOUTRSTDF=10
IREWOUT=999999
IREWOUTDF=999999
ID1DND=1
ID1DNDDF=1
ICPU=4
ICPUDF=4
ID1DND=0
ID1DNDDF=0
ICPU=5
ICPUDF=5
IOOC=0
IOOCDF=0
IREWMES=999999
@ -136,6 +136,12 @@
CONV(4)=0.01
CONV(5)=0.01
CONV(6)=0.01
CONVDF(1)=0.01
CONVDF(2)=0.01
CONVDF(3)=0.001
CONVDF(4)=0.01
CONVDF(5)=0.01
CONVDF(6)=0.01
IDRPT=0
DRFACT=0.1
IOV=0

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RMA10PRP/SRC/FORMFILE - Copy.F90
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LINE=LINE+1
WRITE(DATALIN(LINE),6091) helpint(95)
6091 FORMAT('TAB-END',t70,a96)
LINE=LINE+1
WRITE(DATALIN(LINE),6092) helpint(96)
6092 FORMAT('ENDGEO',t70,a96)
DO J=1,JT
LINE=LINE+1
IF(DELT(J) .EQ. 0 .AND. DELTM(J) .EQ. 0. .OR. DELT(J) .GT. 0.) THEN
WRITE(DATALIN(LINE),6100) DELT(J),HELPTIME(1)
ELSE
WRITE(DATALIN(LINE),6101) DELTM(J),HELPTIME(2)
ENDIF
6100 FORMAT('DELTA-HR',F12.4,T70,A162)
6101 FORMAT('DELTA-MN',F12.4,T70,A162)
IF(DATENDST(J) .NE. ' ' .AND. J .GT. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6102) DATENDST(J),HELPTIME(3)
6102 FORMAT('DATE-END',4X,A16,T70,A162)
ENDIF
IF(IITYPE(J) .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6103),HELPTIME(4)
6103 FORMAT('Q-ITR',T70,A162)
ELSEIF(IITYPE(J) .EQ. 2) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6104),HELPTIME(5)
6104 FORMAT('QSL-ITR',T70,A162)
ELSEIF(IITYPE(J) .EQ. 3) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6105),HELPTIME(6)
6105 FORMAT('QTM-ITR',T70,A162)
ELSEIF(IITYPE(J) .EQ. 4) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6106),HELPTIME(7)
6106 FORMAT('QSD-ITR',T70,A162)
ELSEIF(IITYPE(J) .EQ. 5) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6107),HELPTIME(8)
6107 FORMAT('QST-ITR',T70,A162)
ENDIF
KH=NHLIN(J)
KQ=NQLIN(J)
KE=NELIN(J)
DO K=1,KH
LINE=LINE+1
IF(HLIN1(K,J) .GT. -9000.) THEN
IF(HCKLIN(K,J) .EQ. 1 ) THEN
WRITE(DATALIN(LINE),6108) IHLIN(K,J),LAYNUMH(K,J),HLIN(K,J),HLIN1(K,J),(QUALKH(K,J,KK),KK=1,3),HELPTIME(9)
6108 FORMAT('FL-ELEVI',2I8,2F8.4,3F8.3,T70,A162)
ELSE
WRITE(DATALIN(LINE),6109) IHLIN(K,J),LAYNUMH(K,J),HLIN(K,J),HLIN1(K,J),(QUALKH(K,J,KK),KK=1,3),HELPTIME(10)
6109 FORMAT('CN-ELEVI',2I8,2F8.4,3F8.3,T70,A162)
ENDIF
ELSE
IF(HCKLIN(K,J) .EQ. 1 ) THEN
WRITE(DATALIN(LINE),6110) IHLIN(K,J),LAYNUMH(K,J),HLIN(K,J),(QUALKH(K,J,KK),KK=1,3),HELPTIME(11)
6110 FORMAT('FL-ELEVC',2I8,F8.4,3F8.3,T70,A162)
ELSE
WRITE(DATALIN(LINE),6111) IHLIN(K,J),LAYNUMH(K,J),HLIN(K,J),(QUALKH(K,J,KK),KK=1,3),HELPTIME(12)
6111 FORMAT('CN-ELEVC',2I8,F8.4,3F8.3,T70,A162)
ENDIF
ENDIF
ENDDO
IF(KHCN(J) .GT. 0) THEN
DO K=1,KHCN(J)
L1=MIN(IHCN(K,J),9)
LINE=LINE+1
WRITE(DATALIN(LINE),61111) (FHCN(K,J,L),L=1,L1)
61111 FORMAT('HCN',5X,9F8.3)
IF(IHCN(K,J) .LE. 9) CYCLE
L1=MIN(IHCN(K,J),18)
LINE=LINE+1
WRITE(DATALIN(LINE),61111) (FHCN(K,J,L),L=10,L1)
IF(IHCN(K,J) .LE. 18) CYCLE
L1=MIN(IHCN(K,J),27)
LINE=LINE+1
WRITE(DATALIN(LINE),61111) (FHCN(K,J,L),L=19,L1)
IF(IHCN(K,J) .LE. 27) CYCLE
L1=MIN(IHCN(K,J),36)
LINE=LINE+1
WRITE(DATALIN(LINE),61111) (FHCN(K,J,L),L=28,L1)
ENDDO
ENDIF
IF(WVEL(J) .NE. 0.) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),61112) WVEL(J),WDIR(J)
61112 FORMAT('GBWIND ',1X,2F8.3)
ENDIF
DO K=1,KQ
LINE=LINE+1
IF(IQLIN1(K,J) .EQ. 1) ALAB='C'
IF(IQLIN1(K,J) .EQ. 2) ALAB='F'
IF(IQLIN1(K,J) .EQ. 3) ALAB='H'
IF(QCKLIN(K,J) .EQ. 0) THEN
BLAB='CN'
ELSE
BLAB='FL'
ENDIF
IF(ALAB .EQ. 'C') THEN
IHP=13
ELSEIF(ALAB .EQ. 'F') THEN
IHP=14
ELSE
IHP=15
ENDIF
WRITE(DATALIN(LINE),6112) BLAB,ALAB,IQLIN(K,J),LAYNUMQ(K,J),QLIN(K,J),QDLIN(K,J),(QUALKQ(K,J,KK),KK=1,3),HELPTIME(IHP)
6112 FORMAT(A2,'-Q',A1,3X,2I8,2F10.2,3F8.3,T70,A162)
ENDDO
DO K=1,KE
IF(ECKLIN(K,J) .EQ. 1) THEN
BLAB='FL'
ELSE
BLAB='CN'
ENDIF
LINE=LINE+1
IF(IETP(K,J) .EQ. 4) THEN
WRITE(DATALIN(LINE),6113) BLAB,ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(16)
6113 FORMAT(A2,'-RAIN ',F8.4,3F8.3,T70,A162)
ELSEIF(IETP(K,J) .EQ. 1) THEN
IF(IELIN(K,J) .GT. 0) THEN
IF(ECKLIN1(K,J) .EQ. 1) THEN
WRITE(DATALIN(LINE),6116) BLAB,IELIN(K,J),LAYNUME(K,J),ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(19)
6116 FORMAT(A2,'-ELMET',2I8,F8.4,3F8.3,T70,A162)
ELSE
WRITE(DATALIN(LINE),6117) BLAB,IELIN(K,J),LAYNUME(K,J),ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(20)
6117 FORMAT(A2,'-ELMED',2I8,F8.4,3F8.3,T70,A162)
ENDIF
ELSE
IF(ECKLIN1(K,J) .EQ. 1) THEN
WRITE(DATALIN(LINE),6115) BLAB,LAYNUME(K,J),ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(18)
6115 FORMAT(A2,'-ELMGT',I8,F8.4,3F8.3,T70,A162)
ELSE
WRITE(DATALIN(LINE),6114) BLAB,LAYNUME(K,J),ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(17)
6114 FORMAT(A2,'-ELMGD',I8,F8.4,3F8.3,T70,A162)
ENDIF
ENDIF
ELSEIF(IETP(K,J) .EQ. 6) THEN
WRITE(DATALIN(LINE),6118) BLAB,IELIN(K,J),ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(21)
6118 FORMAT(A2,'-GRAIN',I8,F8.4,3F8.3,T70,A162)
ENDIF
ENDDO
IF(NSND(J) .GT. 0) THEN
DO K=1,NSND(J)
IF(NODSND(K,J) .GT. 0) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6119) NODSND(K,J),NCODE(K,J),(BCSND(K,J,L),L=1,6)
6119 FORMAT('SN',8X,2I7,2f10.5,4F8.3)
ELSE
LINE=LINE+1
WRITE(DATALIN(LINE),61191) NCODE(K,J),(BCSND(K,J,L),L=1,6)
61191 FORMAT('SD'15X,I7,2F10.5,4F8.2)
ENDIF
ENDDO
ENDIF
LINE=LINE+1
WRITE(DATALIN(LINE),6200)
6200 FORMAT('ENDSTEP')
ENDDO
LINE=LINE+1
WRITE(DATALIN(LINE),6999)
6999 FORMAT('ENDDATA')
filter="r10 file *.r10|*.R10|"
IOUT=66
CALL WSelectFile(Filter,SaveDialog+PromptOn+AppendExt+DirChange,NAMEFL,'Save R10 File for Execution')
IF (WInfoDialog(ExitButtonCommon).EQ.CommonOpen) THEN
go to 500
else
RETURN
endif
500 CONTINUE
OPEN(IOUT,FILE=NAMEFL,FORM='FORMATTED')
DO K=1,LINE
WRITE(IOUT,'(A230)') DATALIN(K)
ENDDO
CLOSE(IOUT)
RETURN
END

89
RMA10PRP/SRC/FORMFILE.F90
Unescape Escape View File

@ -5,11 +5,11 @@
USE RESID
INTEGER ICROSREF(45)
CHARACTER*8 LABELF(43),LABELC(26),LABELFL(21),LABELCE,LABELFE,LIMITL(8),LABELNDL
CHARACTER*8 LABELF(44),LABELC(26),LABELFL(21),LABELCE,LABELFE,LIMITL(8),LABELNDL
CHARACTER(LEN=255) :: filter
character*137 helpint(110)
character*137 helpint(97)
character*162 helptime(43)
character*89 helpfile(44)
character*89 helpfile(45)
CHARACTER*1 ILAB(4),ALAB
CHARACTER*2 BLAB
@ -19,7 +19,7 @@
,59,36,60,61,62/
! DATA LABELF/'INBNGEO ','INBNRST ','INRM1 ','INELEV ','INHYD ','INELTFL ','OUTFIL ','OUTBNRMA','OUTBNRST','TIMFIL ','OUTSMS ','OUTSPL ','OUTCON ','INCROS ','INSRCORD','INSTRESS','INBNSTRS','INWGT ','INBNWGT ','OUTWGT ','OUTBNWGT','OUTBNSTR','WEIRDATA','AWINDIN ','BWINDIN ','OUTFLOW ','INHARM ','OUTBN3GE'/
DATA LABELF/&
'INBNGEO ','INRM1 ','INBNRST ','INCROS ','INHYD ','INELEV ','INELFL ','INBNELF ','INHARM ','METFIL '&
'INBNGEO ','INRM1 ','INBNRST ','INCROS ','INHYD ','INELEV ','INELTFL ','INBNELF ','INHARM ','INLAYDAT','METFIL '&
,'OUTFIL ','OUTBNRMA','OUTBNRST','OUTBN3GE','OUTCON ','OUTMET ','TIMFIL ','BWINDIN ','AWINDIN ','OUTBNXTR'&
,'OUTASXTR','OUTBNELF','INSRCORD','INBNWGT ','INBNSTRS','OUTBNWGT','OUTWGT ','GROUPNUM','STFLFIL ','INASTRAT'&
,'BCFIL ','VOLFIL ','OUTBNRES','VELBNFIL','IN3DBNGE','OUTBN2GE','INSMSGN ','OUTSMS '&
@ -103,7 +103,7 @@ DATA HELPINT/&
'& Convergence limit for salinity ',&
'& Convergence limit for temperature ',&
'& Convergence limit for sediment concentration ',&
'& Transition depth forl collapse from 3-D to 2-D approximation ',&
'& Transition depth for collapse from 3-D to 2-D approximation ',&
'& Save flows in continuity line output ',&
'& Save depths in continuity line output ',&
'& Save average water surface elevations in continuity line output ',&
@ -123,25 +123,12 @@ DATA HELPINT/&
'& Boundary velocity vertical distribution power ',&
'& 2-D to 3-D velocity vertical distribution constant ',&
'& 2-D to 3-D velocity vertical distribution power ',&
'Pipe diameter for this element type ',&
'Pipe Manning coefficient at nominal water levels for this element type ',&
'Pipe Manning coefficient when surcharging starts for this element type ',&
'Pipe entrance loss factor for this element type ',&
'Pipe exit losses factor for this element type ',&
'Number of pipes for this element type ',&
'Culvert height for this element type ',&
'Culvert Manning coefficient at nominal water level for this element type ',&
'Culvert Manning coefficient when surcharging starts for this element type ',&
'Culvert entrance loss factor for this element type ',&
'Culvert exit losses factor for this element type ',&
'Number of Culverts for this element type ',&
'Variable Manning coefficient transition lower level for this element type ',&
'Variable Manning coefficient transition lower level Manning coefficient for this element type ',&
'Variable Manning coefficient transition upper level for this element type ',&
'Variable Manning coefficient transition upper level Manning coefficient for this element type ',&
'Variable Manning coefficient slope of Manning coefficient above upper level ',&
'Gate reference node 1 for gate opening decisions for this element type ',&
'Gate reference node 2 for gate opening decisions for this element type Gate closed when elev at node 1 ,elev at node2 ',&
'& Marsh coefficient depth shift ',&
'& Marsh coefficient range ',&
'& Marsh coefficient porosity ',&
'& Marsh coefficient limit ',&
'& Indicator of end of tabular data set ',&
'& Indicator of end of end control and geometry data ',&
' '/
DATA HELPTIME/&
'& Time step in minutes ',&
@ -198,6 +185,7 @@ DATA HELPINT/&
'& Input ASCII file with element inflow data',&
'& Input binary element inflow data',&
'& Input ASCII file with elevation harmonic boundary data',&
'& Input ASCII file with layer data',&
'& Input ASCII file with meteorological data',&
'& Output ASCII results',&
'& Output binary file with new format results data',&
@ -243,7 +231,7 @@ DATA HELPINT/&
ISHOWSW=0
ENDIF
DO K=1,43
DO K=1,44
IF(FNAME(K)(1:16) .NE. ' ') THEN
LINE=LINE+1
DO KK=1,43
@ -285,9 +273,11 @@ DATA HELPINT/&
WRITE(DATALIN(LINE),60002) LABELC(1),DATEST,helpint(1)
60002 FORMAT(A8,3X,A16,t70,a96)
IF(JT .GT. 1 .OR. DELT(1) .GT. 0. .OR. DELTM(1) .GT. 0. .or. DELT(2) .GT. 0. .OR. DELTM(2) .GT. 0.) THEN
IF(DATEND .NE. ' ') THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60002) LABELC(2),DATEND,helpint(2)
ENDIF
ENDIF
! IF(IYRR .NE. IYRRDF .OR. ISHOWSW .EQ. 1) THEN
! LINE=LINE+1
@ -366,27 +356,27 @@ DATA HELPINT/&
ENDIF
IF(ZERBED .NE. ZERBEDDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6022) ZERBED,helpint(24)
WRITE(DATALIN(LINE),6022) ZERBED,helpint(20)
6022 FORMAT('ZERBELLV',F8.3,t70,a96)
ENDIF
IF(IPASS1 .NE. IPASS1DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6018) IPASS1,helpint(20)
WRITE(DATALIN(LINE),6018) IPASS1,helpint(21)
6018 FORMAT('PASSSAL ',I8,t70,a96)
ENDIF
IF(IPASS2 .NE. IPASS2DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6019) IPASS2,helpint(21)
WRITE(DATALIN(LINE),6019) IPASS2,helpint(22)
6019 FORMAT('PASSTMP ',I8,t70,a96)
ENDIF
IF(IPASS3 .NE. IPASS3DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6020) IPASS3,helpint(22)
WRITE(DATALIN(LINE),6020) IPASS3,helpint(23)
6020 FORMAT('PASSSED ',I8,t70,a96)
ENDIF
IF(IZERS .NE. IZERSDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6021) IZERS,helpint(23)
WRITE(DATALIN(LINE),6021) IZERS,helpint(24)
6021 FORMAT('ZEROSURF',I8,t70,a96)
ENDIF
IF(ISAVITR .NE. ISAVITRDF .OR. ISHOWSW .EQ. 1) THEN
@ -620,7 +610,7 @@ DATA HELPINT/&
IF(ITRANSIT .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60651) TRANSIT,helpint(71)
60651 FORMAT('TRANSIT',3X,F8.5,t70,a96)
60651 FORMAT('TRANSIT',1X,F8.5,t70,a96)
ENDIF
IF(ICTOTC .GT. 0) THEN
LINE=LINE+1
@ -721,45 +711,58 @@ DATA HELPINT/&
6084 FORMAT('TR-V-PWR',F8.3,t70,a96)
ENDIF
IF(L3DTYP .EQ. 2) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60841)
60841 FORMAT(30X,'& Nodal layer data type LD2, 0 = apply to all nodes, number of layers Proportional factors')
DO K=1,L3DCNT
LINE=LINE+1
WRITE(DATALIN(LINE),6085) JND(K),KKLAY(K),(L3DDAT(K,J),J=1,KKLAY(K))
6085 FORMAT('LD2 ',2I8,20F8.3)
ENDDO
ELSEIF(L3DTYP .EQ. 3) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60851)
60851 FORMAT(30X,'& Nodal layer data type LD3, 0 = apply to all nodes, number of layers Layer elevations')
LINE=LINE+1
DO K=1,L3DCNT
WRITE(DATALIN(LINE),6086) JND(K),KKLAY(K),(L3DDAT(K,J),J=1,KKLAY(K))
6086 FORMAT('LD3 ',2I8,20F8.3)
ENDDO
ELSEIF(JSPLPT .GT. 0) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60861)
60861 FORMAT(30X,'& Nodes for extraction of all constiuents to a time series file')
LINE=LINE+1
WRITE(DATALIN(LINE),60862) (NSPLPT(J),J=1,JSPLPT)
60862 FORMAT('SPR-NOD ',1X,10I7)
ENDIF
IF(ACT1 .NE. ACT1DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6087) ACT1
6087 FORMAT('MARSH-SH',F8.3)
WRITE(DATALIN(LINE),6087) ACT1,helpint(91)
6087 FORMAT('MARSH-SH',F8.3,t70,a96)
ENDIF
IF(ACT2 .NE. ACT2DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6088) ACT2
6088 FORMAT('MARSH-RG',F8.3)
WRITE(DATALIN(LINE),6088) ACT2,helpint(92)
6088 FORMAT('MARSH-RG',F8.3,t70,a96)
ENDIF
IF(ACT3 .NE. ACT3DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6089) ACT3
6089 FORMAT('MARSH-PR',F8.3)
WRITE(DATALIN(LINE),6089) ACT3,helpint(93)
6089 FORMAT('MARSH-PR',F8.3,t70,a96)
ENDIF
IF(ACT4 .NE. ACT4DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6090) ACT4
6090 FORMAT('MARSH-LM',F8.3)
WRITE(DATALIN(LINE),6090) ACT4,helpint(94)
6090 FORMAT('MARSH-LM',F8.3,t70,a96)
ENDIF
LINE=LINE+1
WRITE(DATALIN(LINE),6091)
6091 FORMAT('TAB-END')
WRITE(DATALIN(LINE),6091) helpint(95)
6091 FORMAT('TAB-END',t70,a96)
LINE=LINE+1
WRITE(DATALIN(LINE),6092)
6092 FORMAT('ENDGEO')
WRITE(DATALIN(LINE),6092) helpint(96)
6092 FORMAT('ENDGEO',t70,a96)
DO J=1,JT
LINE=LINE+1

937
RMA10PRP/SRC/FORMFILEV2.F90
Unescape Escape View File

@ -0,0 +1,937 @@
SUBROUTINE FORMFILE
use winteracter
USE BLKRM10
USE RESID
INTEGER ICROSREF(45)
CHARACTER*8 LABELF(44),LABELC(26),LABELFL(21),LABELCE,LABELFE,LIMITL(8),LABELNDL
CHARACTER(LEN=255) :: filter
character*137 helpint(98)
character*162 helptime(43)
character*89 helpfile(45)
CHARACTER*1 ILAB(4),ALAB
CHARACTER*2 BLAB
DATA ILAB/'C','F','G','H'/
DATA ICROSREF/21,17,18,52,13,22,16,45, 1, 3, 4,14, 2,42,10,25,57,58,44,37&
,38,39,40,15,31,30,19,20,53,54,55,56,11,12, 9,32,33,34,26,27&
,59,36,60,61,62/
! DATA LABELF/'INBNGEO ','INBNRST ','INRM1 ','INELEV ','INHYD ','INELTFL ','OUTFIL ','OUTBNRMA','OUTBNRST','TIMFIL ','OUTSMS ','OUTSPL ','OUTCON ','INCROS ','INSRCORD','INSTRESS','INBNSTRS','INWGT ','INBNWGT ','OUTWGT ','OUTBNWGT','OUTBNSTR','WEIRDATA','AWINDIN ','BWINDIN ','OUTFLOW ','INHARM ','OUTBN3GE'/
DATA LABELF/&
'INBNGEO ','INRM1 ','INBNRST ','INCROS ','INHYD ','INELEV ','INELTFL ','INBNELF ','INHARM ','INLAYDAT','METFIL '&
,'OUTFIL ','OUTBNRMA','OUTBNRST','OUTBN3GE','OUTCON ','OUTMET ','TIMFIL ','BWINDIN ','AWINDIN ','OUTBNXTR'&
,'OUTASXTR','OUTBNELF','INSRCORD','INBNWGT ','INBNSTRS','OUTBNWGT','OUTWGT ','GROUPNUM','STFLFIL ','INASTRAT'&
,'BCFIL ','VOLFIL ','OUTBNRES','VELBNFIL','IN3DBNGE','OUTBN2GE','INSMSGN ','OUTSMS '&
,'OUTSMS1 ','OUTFLOW ','INBC ','INBNBC ','OUTBNICE'/
! DATA LIMITL/ 'MAXFRONT','BUFFSIZL','MAXSTEPS','MAXPBUFR','MAXCROSS','MAXCPTS ','MAXQINPT','MAXHINPT','MAXEINPT','MAXQPTS ','MAXHPTS ','MAXELPTS','BUFFSIZ '/
DATA LIMITL/ 'MAXFRONT','BUFFSIZL','MAXLAY ','MAXCROSS','MAXCPTS ','MAXQINPT','MAXHINPT','MAXEINPT'/
DATA LABELC/ 'STARTIM ','ENDTIM ','PRTOPT ','SSITN ','TRITN ','MARSHOPT','TIMPROJ ','ITERINTV','1DTYP ','MESSRWND','TRSTEPS ','HALF-TIM','HALF-HOL','GRAVITY ','OVERLAYT','WRTINIT ','EDDYTYPE','DRYSW ','HIGH-ORD','9-NODE ','RSTOPT ','STBIN ','FRQBIN ','FRQRST ','NUMRST ','SOLVER '/
DATA LABELFL/'ELEV ','OMEGA ','CONV-VEL','CONV-DEP','MARSH-SH','MARSH-RG','MARSH-PR','MARSH-LM','TBFACT ','TBMIN ','HALF-TOL','X-SCALE ','Y-SCALE ','V-SCALE ','DSET ','DSETD ','UNOM ','HMIN ',' ','DPCUTOF1','DPCUTOF2'/
DATA LABELCE/'ENDGEO '/,LABELFE/'ENDFIL '/,LABELNDL/'ENDLIMIT'/
DATA HELPINT/&
'& Starting date and time ',&
'& Ending date and time ',&
'& Ending year ',&
'& Ending month ',&
'& Ending day ',&
'& Ending hour ',&
'& Vertical turbulence option ',&
'& Marsh option 0=inactive -2 = input marsh parameters ',&
'& Eddy type 0 = fixed, 1= scaled, 2 = Smagorinsky ',&
'& Turbulence factor when Smagorinsky is active ',&
'& Turbulence minimum when Smagorinsky is active ',&
'& Time projection switch 1= no projection, 0 = use time derivative (least stable), 2 = project using straight line ',&
'& 2-d model approximation ',&
'& 3-d model with a fixed number of layers, number of layers ',&
'& 3-d model with type LD1 input that is define number of layers for all nodes ',&
'& 3-d model with type LD2 input ',&
'& 3-d model with type LD3 input ',&
'& Units switch 1 = metric 0 = english ',&
'& Force zero bed velocity 1 = at all bed levels 2 = limited by bed level input ',&
'& Bed level below which zero bed level in applied ',&
'& Ignore influence of salinity on water density ',&
'& Ignore influence of temperature on water density ',&
'& Ignore influence of sediment on water density ',&
'& Force zero velocity on water surface ',&
'& Save binary file for all iterations 0 = ignore, 1 =save ',&
'& Option for vertical density model 0 = standard 1 = revised method ',&
'& Latitude (degrees) positive in northern hemisphere ',&
'& Reference level for vertical transformation / Starting water level ',&
'& x scale factor (0.0 equivalent to 1.0) ',&
'& y scale factor (0.0 equivalent to 1.0) ',&
'& z sacle factor (0.0 equivalent to 1.0) ',&
'& Defines constant associated with vertical constituent distribution at boundary ',&
'& Defines power associated with vertical constituent distribution at boundary ',&
'& Nominal water velocity at startup ',&
'& Nominal current direction in radians c-clockwise from horzontal ',&
'& Minimum depth as startup (ignored if set = 0.0) Use with care can cause initial instabilty ',&
'& Depth at which drying (element removal) is initiated when drying ',&
'& Depth at which rewetting (element return) occurs when flooding ',&
'& Switch that forces boundary conditions to be applied regardless of direction ',&
'& Number of vertical velocity equations to switch to PARDISO (Default=20000) ',&
'& Initial salinity when no restart file specified ',&
'& Initial temperature when no restart file specified ',&
'& Initial sediment concentration when no restart file specified ',&
'& Bed x-velocity used to compute resistance to flow for initial conditions regardless of initial velocity ',&
'& Bed y-velocity used to compute resistance to flow for initial conditions regardless of initial velocity ',&
'& Percent of outflowing average concentration returned on next tidal inflow ',&
'& Depth of surface mixing (associated with free water surface local turbulence ',&
'& Number of steady state iteration cycles to be applied ',&
'& Number of time transient iteration cycles to be applied per time step ',&
'& Number of transient steps to be simulated ',&
'& Skip element and node data and initial conditions in echo print ',&
'& Skip element and node data show initial conditions in echoprint ',&
'& Show element and node data in echo print ',&
'& Iteration frequency for ASCII output. Skip if = 0 ',&
'& Time step frequency for ASCII output ',&
'& Save startup to binary results file ',&
'& Switch to initiate element elimination ',&
'& Time step frequency for binary output ',&
'& Time step frequency for individual binary restart file ',&
'& Time step frequency for restarting ASCII results file (saves file size for very large number of steps) ',&
'& 1-D cross section type (see users manual for more details) ',&
'& Equation solver type 0=FRONT > 0 PARDISO SOLVER ',&
'& Switch to initiate out of local memory (disk) version of PARDISO for very large prblems ',&
'& Time step frequency for restarting ASCII message file (saves file size for very large number of steps) ',&
'& Initial water surface elevation, Required if different from tra nsformation reference level ',&
'& Convergence limit for velocities ',&
'& Convergence limit for depth ',&
'& Convergence limit for salinity ',&
'& Convergence limit for temperature ',&
'& Convergence limit for sediment concentration ',&
'& Transition depth for collapse from 3-D to 2-D approximation ',&
'& Save flows in continuity line output ',&
'& Save depths in continuity line output ',&
'& Save average water surface elevations in continuity line output ',&
'& Save average salinity in continuity line output ',&
'& Save average temperature in continuity line output ',&
'& Save average sediment concentration in continuity line output ',&
'& Horizontal turbulent eddy coefficient ',&
'& Vertical turbulent eddy coefficient ',&
'& Horizontal turbulent diffusion coefficient ',&
'& Vertical turbulent diffusion coefficient ',&
'& Manning/Chezy bed friction coefficient >1.0 is Chezy coefficient ',&
'& Bank Manning coefficient if appropriate ',&
'& Water surface Manning coefficient if appropriate ',&
'& Marsh factor when drying applied to friction coefficient ',&
'& Eqn for vertical distribution factor for horizontal eddy coefficient F=a+z*(b+c*z) ',&
'& Boundary velocity vertical distribution constant ',&
'& Boundary velocity vertical distribution power ',&
'& 2-D to 3-D velocity vertical distribution constant ',&
'& 2-D to 3-D velocity vertical distribution power ',&
'& Marsh coefficient depth shift ',&
'& Marsh coefficient range ',&
'& Marsh coefficient porosity ',&
'& Marsh coefficient limit ',&
'& Indicator of end of tabular data set ',&
'& Indicator of end of end control and geometry data ',&
'& Overlay input time/date onto restart file ',&
' '/
DATA HELPTIME/&
'& Time step in minutes ',&
'& Time step in hours ',&
'& Ending time for the time step block ',&
'& Iterate on flow/depth alone ',&
'& iterate on flow/depth and salinity -2- flow/depth and -1- salinty iterations per cycle ',&
'& iterate on flow/depth and temperature -2- flow/depth and -1- salinty iterations per cycle ',&
'& iterate on flow/depth and sediment -2- flow/depth and- 1- salinty iterations per cycle ',&
'& iterate on flow/depth salinity and temperature -2- flow/depth and- 1- salinty -1- temperature iterations per cycle ',&
'& Continuity line elevation FL-ELEVI is elevation specified as tapered between two end values (subs values from file)- CCLINE, Elev1, Elev2,bc-sal,bc-temp,bc-sed',&
'& Continuity line elevation CN-ELEVI is elevation specified as tapered between two end values- CCLINE, Elev1, Elev2 ,bc-sal,bc-temp,bc-sed ',&
'& Continuity line elevation FL-ELEVC is elevation specified as constant along a line (subs values from file)- CCLINE, Elevation ,bc-sal,bc-temp,bc-sed ',&
'& Continuity line elevation CN-ELEVC is elevation specified as constant along a line - CCLINE, Elevation ,bc-sal,bc-temp,bc-sed ',&
'& Continuity line inflow CN-QC is standard inflow , CCLINE, Total Flow, Dir, bc-sal,bc-temp,bc-sed FL-QC means subsequent steps from file ',&
'& Continuity line inflow CN-QF is inflow tapered to zero at end element, flow parallel allowed - CCLINE, Total Flow, dir,bc-sal ,bc-temp,bc-sed -FL means file ',&
'& Continuity line inflow CN-QH is specified inflow distribution - CCLINE, Total Flow, dir,bc-sal ,bc-temp,bc-sed -FL means subsequent values from file ',&
'& Element Inflow treated as a rainfall rate (in mm/day) over all surface elementa. flow rate,salinity,temp,sediment -FL means subsequent values from file ',&
'& Element Inflow treated as a total rate over all given layer of elements. Lay num,flow rate,salinity,temp,sediment -FL means subsequent values from file ',&
'& Element Inflow treated as a spcific rate over all given layer of elements. Lay num,flow rate,salinity,temp,sediment -FL means subsequent values from file ',&
'& Element Inflow listing element number and total inflow into element. Elt num, Lay num,flow rate,salinity,temp,sediment -FL means subsequent values from file ',&
'& Element Inflow listing element number and spec flow into element. Elt num, Lay num,flow rate,salinity,temp,sediment -FL means subsequent values from file ',&
'& Element Inflow listing element inflow for a given group and rainfall into element. Grp num,flow rate,salinity,temp,sed -FL means subsequent values from file ',&
'& Element Inflow listing element inflow for a given type and specific flow entering element. ',&
'& Element Inflow listing element inflow for a given group and specific flow entering element. ',&
'& Element Inflow listing element number and specific flow entering element. SUBSQT VALUES FROM A FILE) ',&
'& Element Inflow listing element inflow for a given type and specific flow entering element. SUBSQT VALUES FROM A FILE) ',&
'& Element Inflow listing element inflow for a given type treated as a rainfall rate (in mm/day) and rainfall entering element. (SUBSQT VALUES FROM A FILE) ',&
'& Element Inflow listing element inflow for a given group and specific flow entering element. (SUBSQT VALUES FROM A FILE) ',&
'& Element Inflow listing rainfall entering all elements (in mm/day) . Element number ',&
'& Continuity line elevation FL-ELVHM is elevation specified as constant along a line (Computes values from harmonic file)- CCLINE, Elevation ',&
'& Element Inflow listing element inflow for a given type treated as a rainfall rate (in mm/day) and rainfall entering element. ) ',&
'& Element Inflow listing rainfall entering a single elements (in mm/day) . Element number = 0 apply globally ',&
'& Element Inflow listing element inflow treated as a rainfall rate (in mm/day) and rainfall entering all elements. (SUBSQT VALUES FROM A FILE) ',&
'& Element Inflow listing element inflow for a given group and rainfall entering element. (SUBSQT VALUES FROM A FILE) ',&
'& Stage-Flow boundary condition. See line type SQC of user document ',&
'& Flag to identify units of wind vel = 0, then values are given in miles/hour = 1, then values are given in meters/second ',&
'& Wind velocity applied at all nodes. ',&
'& The angle between the wind velocity and the x-axis for all nodes (degrees measured anti-clockwise). ',&
'& Flow controller identifier, Flow controller type AJ1, BJ1, CJ1, GAM1, QD1, DJ1, TRCCE in flow controller equation for line type FC in the user document ',&
'& Element Inflow and total flow entering element. SUBSQT VALUES FROM A FILE) ',&
'& Element Inflow and specific flow entering element. SUBSQT VALUES FROM A FILE) ',&
'& Element Inflow and total flow entering element. ',&
'& Element Inflow and specific flow entering element. ',&
'& '/
DATA HELPFILE/&
'& Input binary file with geometric data',&
'& Input ASCII file with geometric data',&
'& Input binary file with restart data',&
'& Input ASCII file with cross-section data',&
'& Input ASCII file with boundary flow data',&
'& Input ASCII file with elevation boundary data',&
'& Input ASCII file with element inflow data',&
'& Input binary element inflow data',&
'& Input ASCII file with elevation harmonic boundary data',&
'& Input ASCII file with layer data',&
'& Input ASCII file with meteorological data',&
'& Output ASCII results',&
'& Output binary file with new format results data',&
'& Output binary file with restart data',&
'& Output binary file with 3-D geometry data',&
'& Output ASCII file with continuity line flow data',&
'& Output ASCII file with summary meteorological input',&
'& Output ASCII file with cpu timing data',&
'& Input binary file with wind data',&
'& Input ASCII file with wind data',&
'& Output binary file listing extracted results for specified nodes',&
'& Output ASCII file listing extracted results for specified nodes',&
'& Output binary element inflow data',&
'& Input coordinates for surface stresses',&
'& Input binary weighting file for surface stresses',&
'& Input binary file for surface stresses',&
'& Output binary weighting file for surface stresses',&
'& Output ASCII weighting file for surface stresses',&
'& Input ASCII file with group number data',&
'& Input ASCII file with stage flow data for continuity lines',&
'& Input ASCII temperature stratification data file',&
'& Input ASCII file with continuation transient step data',&
'& Output ASCII file with average salinity/total flow',&
'& Output binary file with old format results data',&
'& Input binary file with velocity/depth data',&
'& Input binary file with 3-D geometry data',&
'& Output binary file with 2-D geometry data',&
'& Input SMS format geometry file',&
'& Output SMS RMA-2 format file with horizontal velocity and depth data',&
'& Output SMS RMA4 format file with salinity, temperate and sediment data',&
'& Output binary RMA-11 format file listing 1-d flows as a pseudo WQ constituent',&
'& Input ASCII file containing nodal boundary condition data',&
'& Input binary file containing nodal boundary condition data',&
'& Output ice results',&
'& '/
LINE=0
CALL WMessageBox(YesNo,QuestionIcon,CommonYes, &
'Do you wish to save all data lines(YES) or skip default values (NO) ?', 'OUTPUT DEFAULT VALUES?')
IF(WInfoDialog(4) .eq. 1) then
ISHOWSW=1
ELSE
ISHOWSW=0
ENDIF
DO K=1,44
IF(FNAME(K)(1:16) .NE. ' ') THEN
LINE=LINE+1
DO KK=1,43
IF(FNAME(K)(KK:KK) .NE. ' ') THEN
DO KKK=1,72-KK
FNAME(K)(KKK:KKK)=FNAME(K)(KK-1+KKK:KK-1+KKK)
ENDDO
EXIT
ENDIF
ENDDO
WRITE(DATALIN(LINE),6000) LABELF(K),FNAME(K)(1:69),helpfile(k)
6000 FORMAT(A8,3X,A69,a89)
ENDIF
ENDDO
LINE=LINE+1
WRITE(DATALIN(LINE),6000) LABELFE
DO K=1,8
IF(LIMITVAL(K) .NE. LIMITDFT(K)) THEN
LINE=LINE+1
IF(K .EQ. 2) THEN
WRITE(DATALIN(LINE),'(A8,I16)') LIMITL(K),LIMITVAL(K)
ELSE
WRITE(DATALIN(LINE),'(A8,I8)') LIMITL(K),LIMITVAL(K)
ENDIF
ENDIF
ENDDO
LINE=LINE+1
WRITE(DATALIN(LINE),6000) LABELNDL
LINE=LINE+1
WRITE(DATALIN(LINE),60001) TITLEHEAD
60001 FORMAT('TI',6X,A72)
IF(NLAYTYP .NE. NLAYTYPDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
IF(NLAYTYP .EQ. 0) WRITE(DATALIN(LINE),6011) helpint(13)
6011 FORMAT('2DMODEL ',t70,a96)
IF(NLAYTYP .EQ. 1) WRITE(DATALIN(LINE),6012) helpint(14)
6012 FORMAT('3DFIXLAY',t70,a96)
IF(NLAYTYP .EQ. 2) WRITE(DATALIN(LINE),6013) helpint(15)
6013 FORMAT('3DTYPLD1',t70,a96)
IF(NLAYTYP .EQ. 3) WRITE(DATALIN(LINE),6014) helpint(16)
6014 FORMAT('3DTYPLD2',t70,a96)
IF(NLAYTYP .EQ. 4) WRITE(DATALIN(LINE),6015) helpint(17)
6015 FORMAT('3DTYPLD3',t70,a96)
ENDIF
IF(ID1DND .NE. ID1DNDDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6056) ID1DND,helpint(61)
6056 FORMAT('1DTYP ',I8,t70,a96)
ENDIF
IF(ELEV .NE. ELEVDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6026) ELEV,helpint(28)
6026 FORMAT('ELEV ',F8.3,t70,a96)
ENDIF
LINE=LINE+1
WRITE(DATALIN(LINE),60002) LABELC(1),DATEST,helpint(1)
60002 FORMAT(A8,3X,A16,t70,a96)
IF(JT .GT. 1 .OR. DELT(1) .GT. 0. .OR. DELTM(1) .GT. 0. .or. DELT(2) .GT. 0. .OR. DELTM(2) .GT. 0.) THEN
IF(DATEND .NE. ' ') THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60002) LABELC(2),DATEND,helpint(2)
ENDIF
ENDIF
IF(IOV .NE. 0) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60003) helpint(97)
60003 FORMAT('OVERLAYT',t70,a96)
ENDIF
IF(NITI .NE. NITIDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6046) NITI,helpint(48)
6046 FORMAT('SSITN ',I8,t70,a96)
ENDIF
IF(NITN .NE. NITNDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6047) NITN,helpint(49)
6047 FORMAT('TRITN ',I8,t70,a96)
ENDIF
IF(NCYC .NE. NCYCDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6048) NCYC,helpint(50)
6048 FORMAT('TRSTEPS ',I8,t70,a96)
ENDIF
IF(IPROJ .NE. IPROJDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6010) IPROJ,helpint(12)
6010 FORMAT('TIMPROJ ',I8,t70,a96)
ENDIF
IF(ICPU .NE. ICPUDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6057) ICPU,helpint(62)
6057 FORMAT('SOLVER ',I8,t70,a96)
ENDIF
IF(IEQSWT .NE. IEQSWTDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6038) IEQSWT,helpint(40)
6038 FORMAT('VERTEQSW',I8,t70,a96)
ENDIF
IF(IOOC .NE. IOOCDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6058) IOOC,helpint(63)
6058 FORMAT('SLVERDSK',I8,t70,a96)
ENDIF
IF(IOPTZD .NE. IOPTZDDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6005) IOPTZD,helpint(7)
6005 FORMAT('VERTTURB',I8,t70,a96)
ENDIF
IF(IEDSW .NE. IEDSWDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6007) IEDSW,helpint(9)
6007 FORMAT('EDDYTYPE',I8,t70,a96)
ENDIF
IF(TBFACT .NE. TBFACTDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6008) TBFACT,helpint(10)
6008 FORMAT('TBFACT ',F8.3,t70,a96)
ENDIF
IF(TBMIN .NE. TBMINDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6009) TBMIN,helpint(11)
6009 FORMAT('TBMIN ',F8.3,t70,a96)
ENDIF
IF(IVERTDEN .NE. IVERTDENDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6024) IVERTDEN,helpint(26)
6024 FORMAT('REVRTDEN',F8.3,t70,a96)
ENDIF
IF(DMIX .NE. DMIXDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6045) DMIX,helpint(47)
6045 FORMAT('SURFMIX ',F8.3,t70,a96)
ENDIF
IF(ITRANSIT .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60651) TRANSIT,helpint(71)
60651 FORMAT('TRANSIT',1X,F8.5,t70,a96)
ENDIF
IF(IGRV .NE. IGRVDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6016) IGRV,helpint(18)
6016 FORMAT('GRAVITY ',I8,t70,a96)
ENDIF
IF(OMEGA1 .NE. OMEGA1DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6025) OMEGA1,helpint(27)
6025 FORMAT('OMEGA ',F8.3,t70,a96)
ENDIF
IF(IPASS1 .NE. IPASS1DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6018) IPASS1,helpint(21)
6018 FORMAT('PASSSAL ',I8,t70,a96)
ENDIF
IF(IPASS2 .NE. IPASS2DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6019) IPASS2,helpint(22)
6019 FORMAT('PASSTMP ',I8,t70,a96)
ENDIF
IF(IPASS3 .NE. IPASS3DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6020) IPASS3,helpint(23)
6020 FORMAT('PASSSED ',I8,t70,a96)
ENDIF
IF(IZB .NE. IZBDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6017) IZB,helpint(19)
6017 FORMAT('ZEROBED ',I8,t70,a96)
ENDIF
IF(ZERBED .NE. ZERBEDDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6022) ZERBED,helpint(20)
6022 FORMAT('ZERBELLV',F8.3,t70,a96)
ENDIF
IF(IZERS .NE. IZERSDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6021) IZERS,helpint(24)
6021 FORMAT('ZEROSURF',I8,t70,a96)
ENDIF
IF(ELEV1 .NE. ELEV .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6060) ELEV1,helpint(65)
6060 FORMAT('INITWSRF',F8.3,t70,a96)
ENDIF
IF(SALI .NE. SALIDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6039) SALI,helpint(41)
6039 FORMAT('INITSAL ',F8.3,t70,a96)
ENDIF
IF(TEMPI .NE. TEMPIDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6040) TEMPI,helpint(42)
6040 FORMAT('INITTEMP',F8.3,t70,a96)
ENDIF
IF(SEDI .NE. SEDIDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6041) SEDI,helpint(43)
6041 FORMAT('INITSED ',F8.3,t70,a96)
ENDIF
IF(UINP .NE. UINPDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6042) UINP,helpint(44)
6042 FORMAT('INITUBED',F8.3,t70,a96)
ENDIF
IF(VINP .NE. VINPDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6043) VINP,helpint(45)
6043 FORMAT('INITVBED',F8.3,t70,a96)
ENDIF
IF(PRCNT .NE. PRCNTDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6044) PRCNT,helpint(46)
6044 FORMAT('RETRNPCT',F8.3,t70,a96)
ENDIF
IF(CONV(1) .NE. CONVDF(1) .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6061) CONV(1),helpint(66)
6061 FORMAT('CONV-VEL',F8.5,t70,a96)
ENDIF
IF(CONV(3) .NE. CONVDF(3) .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6062) CONV(3),helpint(67)
6062 FORMAT('CONV-DEP',F8.5,t70,a96)
ENDIF
IF(CONV(4) .NE. CONVDF(4) .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6063) CONV(4),helpint(68)
6063 FORMAT('CONV-SAL',F8.5,t70,a96)
ENDIF
IF(CONV(5) .NE. CONVDF(5) .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6064) CONV(5),helpint(69)
6064 FORMAT('CONV-TMP',F8.5,t70,a96)
ENDIF
IF(CONV(6) .NE. CONVDF(6) .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6065) CONV(6),helpint(70)
6065 FORMAT('CONV-SED',F8.5,t70,a96)
ENDIF
IF(IPRT .EQ. 0) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60481) helpint(51)
60481 FORMAT('ECHSVNON',t70,a96)
ELSEIF(IPRT .EQ. 2) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60482) helpint(52)
60482 FORMAT('ECHSVINI',t70,a96)
ELSEIF(ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60483) helpint(53)
60483 FORMAT('ECHSVALL',t70,a96)
ENDIF
IF(NPRTI .NE. NPRTIDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6049) NPRTI,helpint(54)
6049 FORMAT('ITERINTV',I8,t70,a96)
ENDIF
IF(NPRTF .NE. NPRTFDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6050) NPRTF,helpint(55)
6050 FORMAT('ASCSVFRQ',I8,t70,a96)
ENDIF
IF(IRSAV .NE. IRSAVDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6051) IRSAV,helpint(56)
6051 FORMAT('STBIN ',I8,t70,a96)
ENDIF
IF(IOUTFREQ .NE. IOUTFREQDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6053) IOUTFREQ,helpint(58)
6053 FORMAT('FRQBIN ',I8,t70,a96)
ENDIF
IF(IOUTRST .NE. IOUTRSTDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6054) IOUTRST,helpint(59)
6054 FORMAT('FRQRST ',I8,t70,a96)
ENDIF
IF(IREWOUT .NE. IREWOUTDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6055) IREWOUT,helpint(60)
6055 FORMAT('RWDASFRQ',I8,t70,a96)
ENDIF
IF(IREWMES .NE. IREWMESDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6059) IREWMES,helpint(64)
6059 FORMAT('MESSRWND',I8,t70,a96)
ENDIF
IF(ISAVITR .NE. ISAVITRDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6023) ISAVITR,helpint(25)
6023 FORMAT('SAVITR',I8,t70,a96)
ENDIF
IF(JSPLPT .GT. 0) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60861)
60861 FORMAT(30X,'& Nodes for extraction of all constiuents to a time series file')
LINE=LINE+1
WRITE(DATALIN(LINE),60862) (NSPLPT(J),J=1,JSPLPT)
60862 FORMAT('SPR-NOD ',1X,10I7)
ENDIF
IF(ICTOTC .GT. 0) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6066)
LINE=LINE+1
WRITE(DATALIN(LINE),60661) (NCSPLPT(J),J=1,ICTOTC)
6066 FORMAT(40X,'& Continuity lines for selective output')
60661 FORMAT('CCLINOUT',20I7)
ENDIF
DO J=1,6
IF(ICCOMP(J) .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6067) helpint(72)
6067 FORMAT('CONT-FLW',t70,a96)
ELSEIF(ICCOMP(J) .EQ. 2) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6068) helpint(73)
6068 FORMAT('CONT-DEP',t70,a96)
ELSEIF(ICCOMP(J) .EQ. 3) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6069) helpint(74)
6069 FORMAT('CONT-ELV',t70,a96)
ELSEIF(ICCOMP(J) .EQ. 4) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6070) helpint(75)
6070 FORMAT('CONT-SAL',t70,a96)
ELSEIF(ICCOMP(J) .EQ. 5) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6071) helpint(76)
6071 FORMAT('CONT-TMP',t70,a96)
ELSEIF(ICCOMP(J) .EQ. 6) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6072) helpint(77)
6072 FORMAT('CONT-SED',t70,a96)
ENDIF
ENDDO
IF(XSCALE .NE. XSCALEDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6027) XSCALE,helpint(29)
6027 FORMAT('X-SCALE ',F8.3,t70,a96)
ENDIF
IF(YSCALE .NE. YSCALEDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6028) YSCALE,helpint(30)
6028 FORMAT('Y-SCALE ',F8.3,t70,a96)
ENDIF
IF(ZSCALE .NE. ZSCALEDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6029) ZSCALE,helpint(31)
6029 FORMAT('Z-SCALE ',F8.3,t70,a96)
ENDIF
IF(IDSWT .NE. IDSWTDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6052) IDSWT,helpint(57)
6052 FORMAT('DRYSW ',I8,t70,a96)
ENDIF
IF(DSET .NE. DSETDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6035) DSET,helpint(37)
6035 FORMAT('DSET ',F8.3,t70,a96)
ENDIF
IF(DSETD .NE. DSETDDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6036) DSETD,helpint(38)
6036 FORMAT('DSETD ',F8.3,t70,a96)
ENDIF
IF(IFXBC .NE. IFXBCDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6037) IFXBC,helpint(39)
6037 FORMAT('FIXBC ',I8,t70,a96)
ENDIF
IF(UNOM .NE. UNOMDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6032) UNOM,helpint(34)
6032 FORMAT('UNOM ',F8.3,t70,a96)
ENDIF
IF(UDIR .NE. UDIRDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6033) UDIR,helpint(35)
6033 FORMAT('UDIR ',F8.3,t70,a96)
ENDIF
IF(HMIN .NE. HMINDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6034) HMIN,helpint(36)
6034 FORMAT('HMIN ',F8.3,t70,a96)
ENDIF
DO K=1,NMAT
LINE=LINE+1
WRITE(DATALIN(LINE),6073) K,ORT(K,1),helpint(78)
6073 FORMAT('EDDY-MAT',I8,F10.5,t70,a96)
LINE=LINE+1
WRITE(DATALIN(LINE),6074) K,ORT(K,6),helpint(79)
6074 FORMAT('EDDY-VRT',I8,1PE12.3,t70,a96)
IF(ORT(K,8) .NE. 0. .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6075) K,ORT(K,8),helpint(80)
6075 FORMAT('DIFF-MAT',I8,F10.5,t70,a96)
ENDIF
IF(ORT(K,10) .NE. 0. .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6076) K,ORT(K,10),helpint(81)
6076 FORMAT('DIFF-VRT',I8,1PE12.3,t70,a96)
ENDIF
LINE=LINE+1
WRITE(DATALIN(LINE),6077) K,ORT(K,5),helpint(82)
6077 FORMAT('MANN-MAT',I8,F10.5,t70,a96)
IF(ORT(K,11) .NE. 0. .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6078) K,ORT(K,11),helpint(83)
6078 FORMAT('MANN-BNK',I8,F10.5,t70,a96)
ENDIF
IF(ORT(K,13) .NE. 0. .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6079) K,ORT(K,13),helpint(84)
6079 FORMAT('MANN-SRF',I8,F10.5,t70,a96)
ENDIF
IF(ORT(K,12) .NE. 0. .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6080) K,ORT(K,12),helpint(85)
6080 FORMAT('MARSH-FR',I8,F10.5,t70,a96)
ENDIF
IF(EDD1(K) .NE. 0. .OR. EDD2(K) .NE. 0. .OR. EDD3(K) .NE. 0 .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60811) K,EDD1(K),EDD2(K),EDD3(K),helpint(86)
60811 FORMAT('ED-VTVAR',I8,3F8.3,t70,a96)
ENDIF
ENDDO
IF(IDNOPT .NE. IDNOPTDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6006) IDNOPT,helpint(8)
6006 FORMAT('MARSHOPT',I8,t70,a96)
ENDIF
IF(ACT1 .NE. ACT1DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6087) ACT1,helpint(91)
6087 FORMAT('MARSH-SH',F8.3,t70,a96)
ENDIF
IF(ACT2 .NE. ACT2DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6088) ACT2,helpint(92)
6088 FORMAT('MARSH-RG',F8.3,t70,a96)
ENDIF
IF(ACT3 .NE. ACT3DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6089) ACT3,helpint(93)
6089 FORMAT('MARSH-PR',F8.3,t70,a96)
ENDIF
IF(ACT4 .NE. ACT4DF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6090) ACT4,helpint(94)
6090 FORMAT('MARSH-LM',F8.3,t70,a96)
ENDIF
IF(L3DTYP .EQ. 2) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60841)
60841 FORMAT(30X,'& Nodal layer data type LD2, 0 = apply to all nodes, number of layers Proportional factors')
DO K=1,L3DCNT
LINE=LINE+1
WRITE(DATALIN(LINE),6085) JND(K),KKLAY(K),(L3DDAT(K,J),J=1,KKLAY(K))
6085 FORMAT('LD2 ',2I8,20F8.3)
ENDDO
ELSEIF(L3DTYP .EQ. 3) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),60851)
60851 FORMAT(30X,'& Nodal layer data type LD3, 0 = apply to all nodes, number of layers Layer elevations')
LINE=LINE+1
DO K=1,L3DCNT
WRITE(DATALIN(LINE),6086) JND(K),KKLAY(K),(L3DDAT(K,J),J=1,KKLAY(K))
6086 FORMAT('LD3 ',2I8,20F8.3)
ENDDO
endif
IF(CMIN .NE. CMINDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6030) CMIN,helpint(32)
6030 FORMAT('BOUNDCMN',F8.3,t70,a96)
ENDIF
IF(CPR .NE. CPRDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6031) CPR,helpint(33)
6031 FORMAT('BOUNDCPW',F8.3,t70,a96)
ENDIF
IF(VMIN .NE. UMINDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6081) VMIN,helpint(87)
6081 FORMAT('BN-V-MIN',F8.3,t70,a96)
ENDIF
IF(POWER .NE. POWERDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6082) POWER,helpint(88)
6082 FORMAT('BN-V-PWR',F8.3,t70,a96)
ENDIF
IF(UMIN .NE. UMINDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6083) UMIN,helpint(89)
6083 FORMAT('TR-V-MIN',F8.3,t70,a96)
ENDIF
IF(PWERIN .NE. PWERINDF .OR. ISHOWSW .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6084) PWERIN,helpint(90)
6084 FORMAT('TR-V-PWR',F8.3,t70,a96)
ENDIF
LINE=LINE+1
WRITE(DATALIN(LINE),6091) helpint(95)
6091 FORMAT('TAB-END',t70,a96)
LINE=LINE+1
WRITE(DATALIN(LINE),6092) helpint(96)
6092 FORMAT('ENDGEO',t70,a96)
DO J=1,JT
LINE=LINE+1
IF(DELT(J) .EQ. 0 .AND. DELTM(J) .EQ. 0. .OR. DELT(J) .GT. 0.) THEN
WRITE(DATALIN(LINE),6100) DELT(J),HELPTIME(1)
ELSE
WRITE(DATALIN(LINE),6101) DELTM(J),HELPTIME(2)
ENDIF
6100 FORMAT('DELTA-HR',F12.4,T70,A162)
6101 FORMAT('DELTA-MN',F12.4,T70,A162)
IF(DATENDST(J) .NE. ' ' .AND. J .GT. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6102) DATENDST(J),HELPTIME(3)
6102 FORMAT('DATE-END',4X,A16,T70,A162)
ENDIF
IF(IITYPE(J) .EQ. 1) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6103),HELPTIME(4)
6103 FORMAT('Q-ITR',T70,A162)
ELSEIF(IITYPE(J) .EQ. 2) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6104),HELPTIME(5)
6104 FORMAT('QSL-ITR',T70,A162)
ELSEIF(IITYPE(J) .EQ. 3) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6105),HELPTIME(6)
6105 FORMAT('QTM-ITR',T70,A162)
ELSEIF(IITYPE(J) .EQ. 4) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6106),HELPTIME(7)
6106 FORMAT('QSD-ITR',T70,A162)
ELSEIF(IITYPE(J) .EQ. 5) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6107),HELPTIME(8)
6107 FORMAT('QST-ITR',T70,A162)
ENDIF
KH=NHLIN(J)
KQ=NQLIN(J)
KE=NELIN(J)
DO K=1,KH
LINE=LINE+1
IF(HLIN1(K,J) .GT. -9000.) THEN
IF(HCKLIN(K,J) .EQ. 1 ) THEN
WRITE(DATALIN(LINE),6108) IHLIN(K,J),LAYNUMH(K,J),HLIN(K,J),HLIN1(K,J),(QUALKH(K,J,KK),KK=1,3),HELPTIME(9)
6108 FORMAT('FL-ELEVI',2I8,2F8.4,3F8.3,T70,A162)
ELSE
WRITE(DATALIN(LINE),6109) IHLIN(K,J),LAYNUMH(K,J),HLIN(K,J),HLIN1(K,J),(QUALKH(K,J,KK),KK=1,3),HELPTIME(10)
6109 FORMAT('CN-ELEVI',2I8,2F8.4,3F8.3,T70,A162)
ENDIF
ELSE
IF(HCKLIN(K,J) .EQ. 1 ) THEN
WRITE(DATALIN(LINE),6110) IHLIN(K,J),LAYNUMH(K,J),HLIN(K,J),(QUALKH(K,J,KK),KK=1,3),HELPTIME(11)
6110 FORMAT('FL-ELEVC',2I8,F8.4,3F8.3,T70,A162)
ELSE
WRITE(DATALIN(LINE),6111) IHLIN(K,J),LAYNUMH(K,J),HLIN(K,J),(QUALKH(K,J,KK),KK=1,3),HELPTIME(12)
6111 FORMAT('CN-ELEVC',2I8,F8.4,3F8.3,T70,A162)
ENDIF
ENDIF
ENDDO
IF(KHCN(J) .GT. 0) THEN
DO K=1,KHCN(J)
L1=MIN(IHCN(K,J),9)
LINE=LINE+1
WRITE(DATALIN(LINE),61111) (FHCN(K,J,L),L=1,L1)
61111 FORMAT('HCN',5X,9F8.3)
IF(IHCN(K,J) .LE. 9) CYCLE
L1=MIN(IHCN(K,J),18)
LINE=LINE+1
WRITE(DATALIN(LINE),61111) (FHCN(K,J,L),L=10,L1)
IF(IHCN(K,J) .LE. 18) CYCLE
L1=MIN(IHCN(K,J),27)
LINE=LINE+1
WRITE(DATALIN(LINE),61111) (FHCN(K,J,L),L=19,L1)
IF(IHCN(K,J) .LE. 27) CYCLE
L1=MIN(IHCN(K,J),36)
LINE=LINE+1
WRITE(DATALIN(LINE),61111) (FHCN(K,J,L),L=28,L1)
ENDDO
ENDIF
IF(WVEL(J) .NE. 0.) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),61112) WVEL(J),WDIR(J)
61112 FORMAT('GBWIND ',1X,2F8.3)
ENDIF
DO K=1,KQ
LINE=LINE+1
IF(IQLIN1(K,J) .EQ. 1) ALAB='C'
IF(IQLIN1(K,J) .EQ. 2) ALAB='F'
IF(IQLIN1(K,J) .EQ. 3) ALAB='H'
IF(QCKLIN(K,J) .EQ. 0) THEN
BLAB='CN'
ELSE
BLAB='FL'
ENDIF
IF(ALAB .EQ. 'C') THEN
IHP=13
ELSEIF(ALAB .EQ. 'F') THEN
IHP=14
ELSE
IHP=15
ENDIF
WRITE(DATALIN(LINE),6112) BLAB,ALAB,IQLIN(K,J),LAYNUMQ(K,J),QLIN(K,J),QDLIN(K,J),(QUALKQ(K,J,KK),KK=1,3),HELPTIME(IHP)
6112 FORMAT(A2,'-Q',A1,3X,2I8,2F10.2,3F8.3,T70,A162)
ENDDO
DO K=1,KE
IF(ECKLIN(K,J) .EQ. 1) THEN
BLAB='FL'
ELSE
BLAB='CN'
ENDIF
LINE=LINE+1
IF(IETP(K,J) .EQ. 4) THEN
WRITE(DATALIN(LINE),6113) BLAB,ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(16)
6113 FORMAT(A2,'-RAIN ',F8.4,3F8.3,T70,A162)
ELSEIF(IETP(K,J) .EQ. 1) THEN
IF(IELIN(K,J) .GT. 0) THEN
IF(ECKLIN1(K,J) .EQ. 1) THEN
WRITE(DATALIN(LINE),6116) BLAB,IELIN(K,J),LAYNUME(K,J),ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(19)
6116 FORMAT(A2,'-ELMET',2I8,F8.4,3F8.3,T70,A162)
ELSE
WRITE(DATALIN(LINE),6117) BLAB,IELIN(K,J),LAYNUME(K,J),ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(20)
6117 FORMAT(A2,'-ELMED',2I8,F8.4,3F8.3,T70,A162)
ENDIF
ELSE
IF(ECKLIN1(K,J) .EQ. 1) THEN
WRITE(DATALIN(LINE),6115) BLAB,LAYNUME(K,J),ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(18)
6115 FORMAT(A2,'-ELMGT',I8,F8.4,3F8.3,T70,A162)
ELSE
WRITE(DATALIN(LINE),6114) BLAB,LAYNUME(K,J),ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(17)
6114 FORMAT(A2,'-ELMGD',I8,F8.4,3F8.3,T70,A162)
ENDIF
ENDIF
ELSEIF(IETP(K,J) .EQ. 6) THEN
WRITE(DATALIN(LINE),6118) BLAB,IELIN(K,J),ELIN(K,J),(QUALKE(K,J,KK),KK=1,3),HELPTIME(21)
6118 FORMAT(A2,'-GRAIN',I8,F8.4,3F8.3,T70,A162)
ENDIF
ENDDO
IF(NSND(J) .GT. 0) THEN
DO K=1,NSND(J)
IF(NODSND(K,J) .GT. 0) THEN
LINE=LINE+1
WRITE(DATALIN(LINE),6119) NODSND(K,J),NCODE(K,J),(BCSND(K,J,L),L=1,6)
6119 FORMAT('SN',8X,2I7,2f10.5,4F8.3)
ELSE
LINE=LINE+1
WRITE(DATALIN(LINE),61191) NCODE(K,J),(BCSND(K,J,L),L=1,6)
61191 FORMAT('SD'15X,I7,2F10.5,4F8.2)
ENDIF
ENDDO
ENDIF
LINE=LINE+1
WRITE(DATALIN(LINE),6200)
6200 FORMAT('ENDSTEP')
ENDDO
LINE=LINE+1
WRITE(DATALIN(LINE),6999)
6999 FORMAT('ENDDATA')
filter="r10 file *.r10|*.R10|"
IOUT=66
CALL WSelectFile(Filter,SaveDialog+PromptOn+AppendExt+DirChange,NAMEFL,'Save R10 File for Execution')
IF (WInfoDialog(ExitButtonCommon).EQ.CommonOpen) THEN
go to 500
else
RETURN
endif
500 CONTINUE
OPEN(IOUT,FILE=NAMEFL,FORM='FORMATTED')
DO K=1,LINE
WRITE(IOUT,'(A230)') DATALIN(K)
ENDDO
CLOSE(IOUT)
RETURN
END

23
RMA10PRP/SRC/READRM10.F90
Unescape Escape View File

@ -13,14 +13,14 @@
REAL FCOEF,EDD11
REAL AA
CHARACTER(LEN=255) :: filter
CHARACTER*8 LABELF(43),LABELC(31),LABELFL(21),LABELCE,LABELFE,ID,LABELCF,LABELCEL,LABELCD,LABELSP,LIMITL(9)
CHARACTER*8 LABELF(44),LABELC(31),LABELFL(21),LABELCE,LABELFE,ID,LABELCF,LABELCEL,LABELCD,LABELSP,LIMITL(9)
CHARACTER*72 DLIN
CHARACTER*72 DLININ
DATA LIMITL/ 'MAXFRONT','BUFFSIZL','MAXLAY ','MAXCROSS','MAXCPTS ','MAXQINPT','MAXHINPT','MAXEINPT','BUFFSIZ '/
! DATA LABELF/'INBNGEO ','INBNRST ','INRM1 ','INELEV ','INHYD ','INELTFL ','OUTFIL ','OUTBNRMA','OUTBNRST','TIMFIL ','OUTSMS ','OUTSPL ','OUTCON ','INCROS ','INSRCORD','INSTRESS','INBNSTRS','INWGT ','INBNWGT ','OUTWGT ','OUTBNWGT','OUTBNSTR','WEIRDATA','AWINDIN ','BWINDIN ','OUTFLOW ','INHARM ','OUTBN3GE'/
DATA LABELF/&
'INBNGEO ','INRM1 ','INBNRST ','INCROS ','INHYD ','INELEV ','INELFL ','INBNELF ','INHARM ','METFIL '&
'INBNGEO ','INRM1 ','INBNRST ','INCROS ','INHYD ','INELEV ','INELTFL ','INBNELF ','INHARM ','INLAYDAT','METFIL '&
,'OUTFIL ','OUTBNRMA','OUTBNRST','OUTBN3GE','OUTCON ','OUTMET ','TIMFIL ','BWINDIN ','AWINDIN ','OUTBNXTR'&
,'OUTASXTR','OUTBNELF','INSRCORD','INBNWGT ','INBNSTRS','OUTBNWGT','OUTWGT ','GROUPNUM','STFLFIL ','INASTRAT'&
,'BCFIL ','VOLFIL ','OUTBNRES','VELBNFIL','IN3DBNGE','OUTBN2GE','INSMSGN ','OUTSMS '&
@ -101,7 +101,7 @@
NQLIN=0
NHLIN=0
JT=0
DO K=1,43
DO K=1,44
DO L=1,72
FNAME(K)(L:L)=' '
ENDDO
@ -152,7 +152,7 @@
close(iin)
RETURN
ENDIF
DO L=1,28
DO L=1,43
IF(ID .EQ. LABELF(L)) THEN
FNAME(L)=DLININ
GO TO 200
@ -191,6 +191,8 @@
ENDDO
130 READ(DLININ(LIMIT:LIMIT+15),5010) DATEND
ELSEIF(ID(1:8) .EQ. 'OVERLAYT') THEN
IOV=1
ELSEIF(ID(1:6) .EQ. 'YEAR ' ) THEN
READ(DLIN,*) IYRR
IYINFO=2
@ -268,8 +270,10 @@
IF(ZSCALE .EQ. 0.) ZSCALE=1.0
ELSEIF(ID(1:8) .EQ. 'BOUNDCMN') THEN
READ(DLIN,*) CMIN
IF(CMIN .EQ. 0.) CMIN=1.0
ELSEIF(ID(1:8) .EQ. 'BOUNDCPW' ) THEN
READ(DLIN,*) CPR
IF(CPR .EQ. 0.) CPR=1.0
ELSEIF(ID(1:4) .EQ. 'UNOM' ) THEN
READ(DLIN,*) UNOM
ELSEIF(ID(1:4) .EQ. 'UDIR' ) THEN
@ -284,6 +288,8 @@
READ(DLIN,*) IFXBC
ELSEIF(ID(1:8) .EQ. 'VERTEQSW' ) THEN
READ(DLIN,*) IEQSWT
IF(IEQSWT .EQ. 0) IEQSWT=20000
ELSEIF(ID(1:8) .EQ. 'INITSAL ' ) THEN
READ(DLIN,*) SALI
ELSEIF(ID(1:8) .EQ. 'INITTEMP' ) THEN
@ -319,14 +325,18 @@
READ(DLIN,*) NPRTF
ELSEIF(ID(1:5) .EQ. 'STBIN' ) THEN
READ(DLIN,*) IRSAV
IF(IRSAV .EQ. 0) IRSAV=1
ELSEIF(ID(1:5) .EQ. 'DRYSW' ) THEN
READ(DLIN,*) IDSWT
ELSEIF(ID(1:6) .EQ. 'FRQBIN' ) THEN
READ(DLIN,*) IOUTFREQ
IF(IOUTFREQ .EQ. 0) IOUTFREQ=1
ELSEIF(ID(1:6) .EQ. 'FRQRST' ) THEN
READ(DLIN,*) IOUTRST
IF(IOUTRST .EQ. 0) IOUTRST=10
ELSEIF(ID(1:8) .EQ. 'RWDASFRQ' ) THEN
READ(DLIN,*) IREWOUT
IF(IREWOUT .EQ. 0) IREWOUT=999999
ELSEIF(ID(1:5) .EQ. '1DTYP' ) THEN
READ(DLIN,*) ID1DND
ELSEIF(ID(1:6) .EQ. 'SOLVER') THEN
@ -335,6 +345,7 @@
READ(DLIN,*) IOOC
ELSEIF(ID(1:8) .EQ. 'MESSRWND' ) THEN
READ(DLIN,*) IREWMES
IF(IREWMES .EQ. 0) IREWMES=999999
ELSEIF(ID(1:8) .EQ. 'INITWSRF' ) THEN
IINITWS=1
READ(DLIN,*) ELEV1
@ -437,6 +448,10 @@
L3DCNT=L3DCNT+1
L3DTYP=2
READ(DLIN,*) JND(L3DCNT),KKLAY(L3DCNT),(L3DDAT(L3DCNT,K),K=1,KKLAY(L3DCNT))
ELSEIF(ID(1:8) .EQ. 'SPR-NOD ' ) THEN
READ(DLIN,*) (NSPLPT(J),J=JSPLPT+1,NCHARBL+JSPLPT)
JSPLPT=JSPLPT+NCHARBL
! ENDIF

BIN
RMA10PRP/SRC/RESOURCE10.res
View File

Binary file not shown.

107
RMA10PRP/SRC/SHOWCNTRL.F90
Unescape Escape View File

@ -100,7 +100,7 @@
CALL HELP10(IHSW)
GO TO 305
ELSEIF (WInfoDialog(ExitButton) .EQ. IDOK .OR. WInfoDialog(ExitButton) .EQ. IDF_PART2 .OR. WInfoDialog(ExitButton) .EQ. IDF_PART3 .OR. WInfoDialog(ExitButton) .EQ. IDF_PART4) THEN
ITYP=0
! ITYP=0
! ORT=0
CALL WGridGetCellInteger(IDF_GRID5,1,1,IOPTZD)
@ -168,7 +168,9 @@
IF(NLAYTYP .GT. 0) THEN
CALL WGridGetCellReal(IDF_GRID8,1,1,DMIX)
ENDIF
IF(NLAYTYP .EQ. 4) L3DTYP=3
IF(NLAYTYP .EQ. 3) L3DTYP=2
IF(NLAYTYP .EQ. 2) L3DTYP=1
! CALL WDialogGetInteger(IDF_INTEGER14,INTG(26))
@ -200,9 +202,10 @@
NN=0
do k=1,1000
IF(ORT(K,1) .NE. 0.) THEN
IF(ITYP(K) .GT. 0) THEN
! IF(ORT(K,1) .NE. 0. .AND. ORT(K,1) .GT. -900.) THEN
NN=NN+1
CALL WGridPutCellInteger(IDF_GRID1,1,NN,K)
CALL WGridPutCellInteger(IDF_GRID1,1,NN,ITYP(K))
CALL WGridPutCellReal(IDF_GRID1,2,NN,ORT(K,1))
CALL WGridPutCellReal(IDF_GRID1,3,NN,ORT(K,6))
CALL WGridPutCellReal(IDF_GRID1,4,NN,ORT(K,8))
@ -234,26 +237,26 @@
NMAT=0
NN=0
DO K=1,1000
CALL WGridGetCellInteger(IDF_GRID1,1,K,KK)
CALL WGridGetCellInteger(IDF_GRID1,1,K,ITYP(K))
IF(KK .LE. 0) THEN
EXIT
IF(ITYP(K) .LE. 0) THEN
CYCLE
ELSE
IF(KK .GT. NMAT) NMAT=KK
IF(ITYP(K) .GT. NMAT) NMAT=ITYP(K)
ENDIF
CALL WGridGetCellReal(IDF_GRID1,2,K,ORT(KK,1))
CALL WGridGetCellReal(IDF_GRID1,3,K,ORT(KK,6))
CALL WGridGetCellReal(IDF_GRID1,4,K,ORT(KK,8))
CALL WGridGetCellReal(IDF_GRID1,5,K,ORT(KK,10))
CALL WGridGetCellReal(IDF_GRID1,6,K,ORT(KK,5))
CALL WGridGetCellReal(IDF_GRID1,7,K,ORT(KK,12))
CALL WGridGetCellReal(IDF_GRID1,8,K,ORT(KK,11))
CALL WGridGetCellReal(IDF_GRID1,9,K,ORT(KK,13))
CALL WGridGetCellReal(IDF_GRID1,2,K,ORT(K,1))
CALL WGridGetCellReal(IDF_GRID1,3,K,ORT(K,6))
CALL WGridGetCellReal(IDF_GRID1,4,K,ORT(K,8))
CALL WGridGetCellReal(IDF_GRID1,5,K,ORT(K,10))
CALL WGridGetCellReal(IDF_GRID1,6,K,ORT(K,5))
CALL WGridGetCellReal(IDF_GRID1,7,K,ORT(K,12))
CALL WGridGetCellReal(IDF_GRID1,8,K,ORT(K,11))
CALL WGridGetCellReal(IDF_GRID1,9,K,ORT(K,13))
ENDDO
DO K=1,1000
CALL WGridGetCellInteger(IDF_GRID6,1,K,JND(K))
IF(JND(K) .LE. 0) THEN
IF(JND(K) .LT. 0) THEN
L3DCNT=K-1
EXIT
ENDIF
@ -314,10 +317,19 @@
CALL WGridPutCellInteger(IDF_GRID6,1,11,ISAVITR)
CALL WGridPutCellInteger(IDF_GRID6,1,12,IVERTDEN)
CALL WGridPutCellInteger(IDF_GRID6,1,13,IFXBC)
IF(IEQSWT .EQ. 0) IEQSWT=20000
CALL WGridPutCellInteger(IDF_GRID6,1,14,IEQSWT)
IF(JSPLPT .GT. 0) THEN
DO KK=1,5
IF(JSPLPT .LT. KK) EXIT
CALL WGridPutCellInteger(IDF_GRID4,1,KK,NSPLPT(KK))
IF(JSPLPT .GT. 5 .AND. KK+5 .LE. JSPLPT) THEN
CALL WGridPutCellInteger(IDF_GRID4,2,KK,NSPLPT(KK+5))
ENDIF
ENDDO
ENDIF
call wdialogPutcheckbox(IDF_CHECK1,IGRV)
call wdialogPutcheckbox(IDF_CHECK2,IOV)
call wdialogPutcheckbox(IDF_CHECK3,INTG(16))
@ -354,11 +366,6 @@
CALL WGridPutCellInteger(IDF_CCLINE,1,KK,NCSPLPT(KK))
ENDDO
DO KK=1,20
CALL WGridPutCellInteger(IDF_GRID4,1,KK,ISPRTN(KK))
ENDDO
CALL WDialogShow(-1,-1,0,Modal)
ierr=infoerror(1)
@ -404,6 +411,21 @@
CALL WGridGetCellInteger(IDF_GRID6,1,14,IEQSWT)
IF(IEQSWT .EQ. 0) IEQSWT=20000
DO KK=1,10
LL=1
KL=KK
IF(KK .GT. 5) THEN
KL=KK-5
LL=2
ENDIF
CALL WGridGetCellInteger(IDF_GRID4,LL,KL,NSPLPT(KK))
IF(NSPLPT(KK) .LE. 0) THEN
JSPLPT=KK-1
EXIT
ENDIF
ENDDO
call wdialogGetcheckbox(IDF_CHECK1,IGRV)
call wdialogGetcheckbox(IDF_CHECK2,IOV)
call wdialogGetcheckbox(IDF_CHECK3,INTG(16))
@ -461,13 +483,6 @@
ENDIF
ENDDO
DO KK=1,20
CALL WGridGetCellInteger(IDF_GRID4,1,KK,ISPRTN(KK))
IF(ISPRTN(KK) .EQ. 0) THEN
NSPRTN=KK-1
EXIT
ENDIF
ENDDO
IF (WInfoDialog(ExitButton) .EQ. IDF_PART1) GO TO 305
IF (WInfoDialog(ExitButton) .EQ. IDF_PART2) GO TO 405
IF (WInfoDialog(ExitButton) .EQ. IDF_PART4) GO TO 705
@ -567,11 +582,11 @@
ENDDO
FNAME(1)='MESH.GEO'
FNAME(11)='RESULTS.OUT'
FNAME(12)='BRESULTS.RMA'
DATEST=' '
FNAME(12)='RESULTS.OUT'
FNAME(13)='BRESULTS.RMA'
DATEST='01/01/2019 00.00'
DATEND=' '
DATENDST='31/01/2018 12.00'
DATENDST='31/01/2019 12.00'
! MFWW=1000
LIMITVAL(1)=1000
@ -763,17 +778,18 @@
DO K=1,1000
ITYP(K)=0
ORT(K,1)=-0.2
ORT(K,5)=0.02
ORT(K,7)=10.
ORTDFLT(K,1)=-0.2
ORTDFLT(K,5)=0.02
ORTDFLT(K,7)=10.
ENDDO
ITYP(1)=1
ITYP=0
ORT=0.
!DO K=1,1000
! ITYP(K)=0
! ORT(K,1)=-0.2
! ORT(K,5)=0.02
! ORT(K,7)=10.
! ORTDFLT(K,1)=-0.2
! ORTDFLT(K,5)=0.02
! ORTDFLT(K,7)=10.
!ENDDO
!ITYP(1)=1
DELTM=0.
DELTH=0.
@ -847,7 +863,6 @@
ICFLOWS=0
ICELEV=0
ICDEP=0
ISPRTN=0
WDT=0.
IWTYP=0

73
RMA10PRP/SRC/SHOWFILES.f90
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@ -24,41 +24,42 @@
CALL WGridPutCellString(IDF_GRID1,1, 7,'Input ASCII file with element inflow data')
CALL WGridPutCellString(IDF_GRID1,1, 8,'Input binary element inflow data')
CALL WGridPutCellString(IDF_GRID1,1, 9,'Input ASCII file with elevation harmonic boundary data')
CALL WGridPutCellString(IDF_GRID1,1,10,'Input ASCII file with meteorological data')
CALL WGridPutCellString(IDF_GRID1,1,11,'Output ASCII results')
CALL WGridPutCellString(IDF_GRID1,1,12,'Output binary file with new format results data')
CALL WGridPutCellString(IDF_GRID1,1,13,'Output binary file with restart data')
CALL WGridPutCellString(IDF_GRID1,1,14,'Output binary file with 3-D geometry data')
CALL WGridPutCellString(IDF_GRID1,1,15,'Output ASCII file with continuity line flow data')
CALL WGridPutCellString(IDF_GRID1,1,16,'Output ASCII file with summary meteorological input')
CALL WGridPutCellString(IDF_GRID1,1,17,'Output ASCII file with cpu timing data')
CALL WGridPutCellString(IDF_GRID1,1,18,'Input binary file with wind data')
CALL WGridPutCellString(IDF_GRID1,1,19,'Input ASCII file with wind data')
CALL WGridPutCellString(IDF_GRID1,1,20,'Output binary file listing extracted results for specified nodes')
CALL WGridPutCellString(IDF_GRID1,1,21,'Output ASCII file listing extracted results for specified nodes')
CALL WGridPutCellString(IDF_GRID1,1,22,'Output binary element inflow data')
CALL WGridPutCellString(IDF_GRID1,1,23,'Input coordinates for surface stresses')
CALL WGridPutCellString(IDF_GRID1,1,24,'Input binary weighting file for surface stresses')
CALL WGridPutCellString(IDF_GRID1,1,25,'Input binary file for surface stresses')
CALL WGridPutCellString(IDF_GRID1,1,26,'Output binary weighting file for surface stresses')
CALL WGridPutCellString(IDF_GRID1,1,27,'Output ASCII weighting file for surface stresses')
CALL WGridPutCellString(IDF_GRID1,1,28,'Input ASCII file with group number data')
CALL WGridPutCellString(IDF_GRID1,1,29,'Input ASCII file with stage flow data for continuity lines')
CALL WGridPutCellString(IDF_GRID1,1,30,'Input ASCII temperature stratification data file')
CALL WGridPutCellString(IDF_GRID1,1,31,'Input ASCII file with continuation transient step data')
CALL WGridPutCellString(IDF_GRID1,1,32,'Output ASCII file with average salinity/total flow')
CALL WGridPutCellString(IDF_GRID1,1,33,'Output binary file with old format results data')
CALL WGridPutCellString(IDF_GRID1,1,34,'Input binary file with velocity/depth data')
CALL WGridPutCellString(IDF_GRID1,1,35,'Input binary file with 3-D geometry data')
CALL WGridPutCellString(IDF_GRID1,1,36,'Output binary file with 2-D geometry data')
CALL WGridPutCellString(IDF_GRID1,1,37,'Input SMS format geometry file')
CALL WGridPutCellString(IDF_GRID1,1,38,'Output SMS RMA-2 format file with horizontal velocity and depth data')
CALL WGridPutCellString(IDF_GRID1,1,39,'Output SMS RMA4 format file with salinity, temperate and sediment data')
CALL WGridPutCellString(IDF_GRID1,1,40,'Output binary RMA-11 format file listing 1-d flows as a pseudo WQ constituent')
CALL WGridPutCellString(IDF_GRID1,1,41,'Input ASCII file containing nodal boundary condition data')
CALL WGridPutCellString(IDF_GRID1,1,42,'Input binary file containing nodal boundary condition data')
CALL WGridPutCellString(IDF_GRID1,1,43,'Output ice results')
DO K=1,43
CALL WGridPutCellString(IDF_GRID1,1,10,'Input ASCII file with layer data')
CALL WGridPutCellString(IDF_GRID1,1,11,'Input ASCII file with meteorological data')
CALL WGridPutCellString(IDF_GRID1,1,12,'Output ASCII results')
CALL WGridPutCellString(IDF_GRID1,1,13,'Output binary file with new format results data')
CALL WGridPutCellString(IDF_GRID1,1,14,'Output binary file with restart data')
CALL WGridPutCellString(IDF_GRID1,1,15,'Output binary file with 3-D geometry data')
CALL WGridPutCellString(IDF_GRID1,1,16,'Output ASCII file with continuity line flow data')
CALL WGridPutCellString(IDF_GRID1,1,17,'Output ASCII file with summary meteorological input')
CALL WGridPutCellString(IDF_GRID1,1,18,'Output ASCII file with cpu timing data')
CALL WGridPutCellString(IDF_GRID1,1,19,'Input binary file with wind data')
CALL WGridPutCellString(IDF_GRID1,1,20,'Input ASCII file with wind data')
CALL WGridPutCellString(IDF_GRID1,1,21,'Output binary file listing extracted results for specified nodes')
CALL WGridPutCellString(IDF_GRID1,1,22,'Output ASCII file listing extracted results for specified nodes')
CALL WGridPutCellString(IDF_GRID1,1,23,'Output binary element inflow data')
CALL WGridPutCellString(IDF_GRID1,1,24,'Input coordinates for surface stresses')
CALL WGridPutCellString(IDF_GRID1,1,25,'Input binary weighting file for surface stresses')
CALL WGridPutCellString(IDF_GRID1,1,26,'Input binary file for surface stresses')
CALL WGridPutCellString(IDF_GRID1,1,27,'Output binary weighting file for surface stresses')
CALL WGridPutCellString(IDF_GRID1,1,28,'Output ASCII weighting file for surface stresses')
CALL WGridPutCellString(IDF_GRID1,1,29,'Input ASCII file with group number data')
CALL WGridPutCellString(IDF_GRID1,1,30,'Input ASCII file with stage flow data for continuity lines')
CALL WGridPutCellString(IDF_GRID1,1,31,'Input ASCII temperature stratification data file')
CALL WGridPutCellString(IDF_GRID1,1,32,'Input ASCII file with continuation transient step data')
CALL WGridPutCellString(IDF_GRID1,1,33,'Output ASCII file with average salinity/total flow')
CALL WGridPutCellString(IDF_GRID1,1,34,'Output binary file with old format results data')
CALL WGridPutCellString(IDF_GRID1,1,35,'Input binary file with velocity/depth data')
CALL WGridPutCellString(IDF_GRID1,1,36,'Input binary file with 3-D geometry data')
CALL WGridPutCellString(IDF_GRID1,1,37,'Output binary file with 2-D geometry data')
CALL WGridPutCellString(IDF_GRID1,1,38,'Input SMS format geometry file')
CALL WGridPutCellString(IDF_GRID1,1,39,'Output SMS RMA-2 format file with horizontal velocity and depth data')
CALL WGridPutCellString(IDF_GRID1,1,40,'Output SMS RMA4 format file with salinity, temperate and sediment data')
CALL WGridPutCellString(IDF_GRID1,1,41,'Output binary RMA-11 format file listing 1-d flows as a pseudo WQ constituent')
CALL WGridPutCellString(IDF_GRID1,1,42,'Input ASCII file containing nodal boundary condition data')
CALL WGridPutCellString(IDF_GRID1,1,43,'Input binary file containing nodal boundary condition data')
CALL WGridPutCellString(IDF_GRID1,1,44,'Output ice results')
DO K=1,44
CALL WGridPutCellString(IDF_GRID1,2,K,fname(K))
ENDDO
@ -88,7 +89,7 @@
CALL WDialogGetString(idf_string1,TITLEHEAD)
DO K=1,43
DO K=1,44
CALL WGridGetCellString(IDF_GRID1,2,K,fname(K))
ENDDO

8
RMA10PRP/SRC/resid.f90
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@ -1,4 +1,4 @@
! Winteracter resource identifiers. Created : 10/Aug/2019 16:08:19
! Winteracter resource identifiers. Created : 17/Aug/2019 17:31:52
!
! This file is generated by the Winteracter resource editor.
! It should not be edited manually. It is also not advisable to load this
@ -213,4 +213,10 @@
INTEGER, PARAMETER :: ISS34 = 1102
INTEGER, PARAMETER :: ISS35 = 1103
INTEGER, PARAMETER :: IDD_TEMPLATE028 = 107
INTEGER, PARAMETER :: IDF_CHECK16 = 1064
INTEGER, PARAMETER :: IDF_CHECK17 = 1065
INTEGER, PARAMETER :: IDF_CHECK18 = 1066
INTEGER, PARAMETER :: IDF_CHECK19 = 1067
INTEGER, PARAMETER :: IDF_CHECK20 = 1069
INTEGER, PARAMETER :: IDF_CHECK21 = 1070
END MODULE RESID

63
RMA10PRP/SRC/resource10.rc
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@ -8,7 +8,7 @@
//
// Winteracter resource script.
//
// Modified : 10/Aug/2019 16:08:19
// Modified : 17/Aug/2019 17:31:52
//
///////////////////////////////////////////////////
//
@ -221,6 +221,12 @@
#define ISS34 1102
#define ISS35 1103
#define IDD_TEMPLATE028 107
#define IDF_CHECK16 1064
#define IDF_CHECK17 1065
#define IDF_CHECK18 1066
#define IDF_CHECK19 1067
#define IDF_CHECK20 1069
#define IDF_CHECK21 1070
///////////////////////////////////////////////////
//
@ -231,10 +237,10 @@ STYLE WS_POPUP | WS_BORDER | WS_DLGFRAME | WS_SYSMENU | DS_3DLOOK | DS_MODALFRAM
FONT 8, "MS Sans Serif"
CAPTION "DEFINE FILES and LIMITS"
BEGIN
CONTROL "",IDF_GRID1,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_VSCROLL | WS_HSCROLL | WS_GROUP | WS_TABSTOP | GS_DEFROWLABELS | GS_COLUMNLABELS | GS_WANTRETURN, 8, 5, 528, 208
CONTROL "",IDF_GRID1,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_VSCROLL | WS_HSCROLL | WS_GROUP | WS_TABSTOP | GS_DEFROWLABELS | GS_COLUMNLABELS | GS_WANTRETURN, 8, 5, 536, 208
CONTROL "OK",IDOK,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_DEFPUSHBUTTON | BS_TEXT, 345, 269, 40, 14
CONTROL "CANCEL",IDCANCEL,"BUTTON",WS_CHILD | WS_VISIBLE | WS_TABSTOP | BS_PUSHBUTTON | BS_TEXT, 498, 268, 40, 14
CONTROL "",IDF_GRID2,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_GROUP | WS_TABSTOP | GS_DEFROWLABELS | GS_COLUMNLABELS, 550, 42, 172, 122
CONTROL "",IDF_GRID2,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_GROUP | WS_TABSTOP | GS_DEFROWLABELS | GS_COLUMNLABELS, 553, 42, 172, 122
CONTROL "HELP",IDF_HELP,"BUTTON",WS_CHILD | WS_VISIBLE | WS_TABSTOP | BS_PUSHBUTTON | BS_TEXT, 186, 268, 40, 14
CONTROL "",IDF_STRING1,"EDIT",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_GROUP | WS_TABSTOP | ES_LEFT, 136, 228, 470, 14
CONTROL "TITLE",IDF_STRING2,"EDIT",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_TABSTOP | ES_LEFT, 65, 227, 40, 14
@ -450,29 +456,35 @@ BEGIN
CONTROL "OK",IDOK,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_DEFPUSHBUTTON | BS_TEXT, 249, 280, 40, 14
CONTROL "Cancel",IDCANCEL,"BUTTON",WS_CHILD | WS_VISIBLE | WS_TABSTOP | BS_PUSHBUTTON | BS_TEXT, 140, 280, 40, 14
CONTROL "",IDF_CCLINE,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_VSCROLL | WS_GROUP | WS_TABSTOP | GS_DEFROWLABELS | GS_COLUMNLABELS | GS_WANTRETURN | GS_WRAP, 386, 100, 108, 69
CONTROL "",IDF_GRID4,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_VSCROLL | WS_HSCROLL | WS_TABSTOP | GS_DEFROWLABELS | GS_COLUMNLABELS | GS_WANTRETURN | GS_WRAP, 28, 196, 92, 29
CONTROL "",IDF_GRID4,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_TABSTOP | GS_DEFROWLABELS | GS_COLUMNLABELS | GS_WANTRETURN | GS_WRAP, 358, 20, 82, 68
CONTROL "Metric Units",IDF_CHECK1,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 198, 169, 112, 14
CONTROL "Ovelay Time for Restart",IDF_CHECK2,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 198, 187, 112, 14
CONTROL "Write Initial Conditions",IDF_CHECK3,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 198, 206, 112, 14
CONTROL "Page 4",IDF_PART4,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_PUSHBUTTON | BS_TEXT, 360, 260, 40, 14
CONTROL "Page 1",IDF_PART1,"BUTTON",WS_CHILD | WS_VISIBLE | WS_TABSTOP | BS_PUSHBUTTON | BS_TEXT, 140, 260, 40, 14
CONTROL "Output Continuity Line Flows",IDF_CHECK4,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 170, 112, 14
CONTROL "Output Ave Continuity Line Elevations",IDF_CHECK5,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 182, 112, 14
CONTROL "Output Ave Continuity Line Depths",IDF_CHECK6,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 194, 112, 14
CONTROL "Output Continuity Line Flows",IDF_CHECK4,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 178, 112, 14
CONTROL "Output Ave Continuity Line Elevations",IDF_CHECK5,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 190, 112, 14
CONTROL "Output Ave Continuity Line Depths",IDF_CHECK6,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 202, 112, 14
CONTROL "HELP",IDF_HELP10,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_PUSHBUTTON | BS_TEXT, 360, 280, 40, 14
CONTROL "",IDF_GRID3,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_GROUP | WS_TABSTOP | GS_ROWLABELS | GS_WANTRETURN, 21, 12, 134, 69
CONTROL "",IDF_GRID6,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_TABSTOP | GS_ROWLABELS | GS_WANTRETURN, 194, 8, 124, 160
CONTROL "Zero Velocity on Bed",IDF_CHECK7,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 383, 13, 112, 14
CONTROL "Passive Saliniity Density",IDF_CHECK8,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 43, 112, 14
CONTROL "Passive Temperature Density",IDF_CHECK9,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 57, 112, 14
CONTROL "Passive Sediment Density",IDF_CHECK10,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 71, 112, 14
CONTROL "Zero Velocity at Water Surface",IDF_CHECK11,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 383, 25, 112, 14
CONTROL "",IDF_GRID7,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_GROUP | WS_TABSTOP | GS_ROWLABELS, 22, 101, 136, 78
CONTROL "Zero Velocity on Bed",IDF_CHECK7,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 24, 184, 112, 14
CONTROL "Passive Saliniity Density",IDF_CHECK8,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 25, 214, 112, 14
CONTROL "Passive Temperature Density",IDF_CHECK9,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 25, 228, 112, 14
CONTROL "Passive Sediment Density",IDF_CHECK10,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 25, 242, 112, 14
CONTROL "Zero Velocity at Water Surface",IDF_CHECK11,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 24, 196, 112, 14
CONTROL "",IDF_GRID7,"ISSGRID",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_GROUP | WS_TABSTOP | GS_ROWLABELS, 19, 93, 136, 78
CONTROL "Use Out of Core Pardiso (very large problems)",IDF_CHECK12,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 188, 224, 140, 14
CONTROL "Output Ave Continuity Line Salinity",IDF_CHECK13,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 206, 112, 14
CONTROL "Output Ave Continuity Line Temps",IDF_CHECK14,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 218, 112, 14
CONTROL "Output Ave Continuity Line Sedment",IDF_CHECK15,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 231, 112, 14
CONTROL "Output Ave Continuity Line Salinity",IDF_CHECK13,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 214, 112, 14
CONTROL "Output Ave Continuity Line Temps",IDF_CHECK14,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 226, 112, 14
CONTROL "Output Ave Continuity Line Sedment",IDF_CHECK15,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 384, 239, 112, 14
CONTROL "Page 2",IDF_PART2,"BUTTON",WS_CHILD | WS_VISIBLE | WS_TABSTOP | BS_PUSHBUTTON | BS_TEXT, 249, 260, 40, 14
CONTROL "Extract Nodal Velocities",IDF_CHECK16,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 450, 16, 80, 14
CONTROL "Extract Nodal Elevations",IDF_CHECK17,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 450, 28, 80, 14
CONTROL "Extract Nodal Depths",IDF_CHECK18,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 450, 40, 80, 14
CONTROL "Extract Nodal Salinity",IDF_CHECK19,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 450, 52, 80, 14
CONTROL "Extract Nodal Temps",IDF_CHECK20,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 450, 64, 80, 14
CONTROL "Extract Nodal Sedment",IDF_CHECK21,"BUTTON",WS_CHILD | WS_VISIBLE | WS_GROUP | WS_TABSTOP | BS_AUTOCHECKBOX | BS_LEFTTEXT | BS_TEXT, 450, 77, 80, 14
END
IDD_CONTROLS2 RCDATA
@ -493,6 +505,12 @@ BEGIN
" 1056 0 \n"
" 1057 0 \n"
" 1063 0 \n"
" 1064 0 \n"
" 1065 0 \n"
" 1066 0 \n"
" 1067 0 \n"
" 1069 0 \n"
" 1070 0 \n"
"[Fonts] \n"
" 1 9 Arial, 700 0 \n"
" 2 9 Arial, 700 0 \n"
@ -517,9 +535,15 @@ BEGIN
" 1057 9 Arial, 700 0 \n"
" 1063 9 Arial, 700 0 \n"
" 1041 10 MS Sans Serif, 700 0 \n"
" 1064 9 Arial, 700 0 \n"
" 1065 9 Arial, 700 0 \n"
" 1066 9 Arial, 700 0 \n"
" 1067 9 Arial, 700 0 \n"
" 1069 9 Arial, 700 0 \n"
" 1070 9 Arial, 700 0 \n"
"[Grids] \n"
" 1045 1 30 111 \n"
" 1035 1 15 115 \n"
" 1035 2 5 115 \n"
" 1034 1 6 103 \n"
" 100 \n"
"Turbulence Factor \n"
@ -573,7 +597,8 @@ IDD_TEMPLATE010 DIALOG 0, 0, 1000, 16
STYLE DS_3DLOOK
FONT 9, "Arial"
BEGIN
CONTROL "SPECIAL PRT NODES",ISS1,"INTEGEREDIT",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_TABSTOP | ES_LEFT | ES_CENTER | ES_MULTILINE, 0, 0, 90, 14
CONTROL "EXTRACTION",ISS1,"INTEGEREDIT",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_TABSTOP | ES_LEFT | ES_CENTER | ES_MULTILINE, 0, 0, 50, 14
CONTROL "NODES",ISS2,"INTEGEREDIT",WS_CHILD | WS_VISIBLE | WS_BORDER | WS_TABSTOP | ES_LEFT | ES_CENTER | ES_MULTILINE, 0, 0, 40, 14
END
IDD_TEMPLATE010 RCDATA
@ -1548,4 +1573,4 @@ END
//*WI* FILENAME resid.f90
//*WI* FMODNAME RESID
//*WI* LASTTYPE 2
//*WI* LASTRES 1
//*WI* LASTRES 7

52
RMA10PRP/SUMMYSH.R10
Unescape Escape View File

@ -0,0 +1,52 @@
INBNGEO MESH.GEO & Input binary file with geometric data
OUTFIL RESULTS.OUT & Output ASCII results
OUTBNRMA BRESULTS.RMA & Output binary file with new format results data
OUTBNRST BRESULTS.RST & Output binary file with restart data
OUTCON CONTIN.DAT & Output ASCII file with continuity line flow data
OUTASXTR EXTRACT.DAT & Output ASCII file listing extracted results for specified nodes
ENDFIL
ENDLIMIT
TI TEST ESTUARY
3DTYPLD2 & 3-d model with type LD2 input
STARTIM 01/01/2019 00.00 & Starting date and time
OVERLAYT & Overlay input time/date onto restart file
SSITN 5 & Number of steady state iteration cycles to be applied
TRITN 5 & Number of time transient iteration cycles to be applied per time step
TRSTEPS 4 & Number of transient steps to be simulated
SURFMIX 0.400 & Depth of surface mixing (associated with free water surface local turbulence
TRANSIT 0.50000 & Transition depth for collapse from 3-D to 2-D approximation
& Nodes for extraction of all constiuents to a time series file
SPR-NOD 23 45 56
& Continuity lines for selective output
CCLINOUT 1
CONT-FLW & Save flows in continuity line output
CONT-DEP & Save depths in continuity line output
CONT-ELV & Save average water surface elevations in continuity line output
CONT-SAL & Save average salinity in continuity line output
CONT-TMP & Save average temperature in continuity line output
CONT-SED & Save average sediment concentration in continuity line output
EDDY-MAT 1 0.20000 & Horizontal turbulent eddy coefficient
EDDY-VRT 1 1.000E-01 & Vertical turbulent eddy coefficient
DIFF-MAT 1 0.10000 & Horizontal turbulent diffusion coefficient
DIFF-VRT 1 1.000E-03 & Vertical turbulent diffusion coefficient
MANN-MAT 1 0.02000 & Manning/Chezy bed friction coefficient >1.0 is Chezy coefficient
MARSH-FR 1 10.00000 & Marsh factor when drying applied to friction coefficient
ED-VTVAR 1 1.000 0.000 0.000 & Eqn for vertical distribution factor for horizontal eddy coefficient F=a+z*(b+c*z)
MARSHOPT -2 & Marsh option 0=inactive -2 = input marsh parameters
MARSH-SH 2.000 & Marsh coefficient depth shift
MARSH-RG 0.500 & Marsh coefficient range
MARSH-PR 0.010 & Marsh coefficient porosity
& Nodal layer data type LD2, 0 = apply to all nodes, number of layers Proportional factors
LD2 0 4 1.000 2.000 3.000 4.000
TAB-END & Indicator of end of tabular data set
ENDGEO & Indicator of end of end control and geometry data
DELTA-HR 0.0000 & Time step in minutes
CN-ELEVC 2 0 0.0000 0.000 0.000 0.000 & Continuity line elevation CN-ELEVC is elevation specified as constant along a line - CCLINE, Elevation ,bc-sal,bc-temp,bc-sed
CN-QC 1 0 50.00 0.00 0.000 0.000 0.000 & Continuity line inflow CN-QC is standard inflow , CCLINE, Total Flow, Dir, bc-sal,bc-temp,bc-sed FL-QC means subsequent steps from file
ENDSTEP
DELTA-MN 15.0000 & Time step in hours
DATE-END 31/01/2019 12.00 & Ending time for the time step block
CN-ELEVC 2 0 0.0000 0.000 0.000 0.000 & Continuity line elevation CN-ELEVC is elevation specified as constant along a line - CCLINE, Elevation ,bc-sal,bc-temp,bc-sed
CN-QC 1 0 50.00 0.00 0.000 0.000 0.000 & Continuity line inflow CN-QC is standard inflow , CCLINE, Total Flow, Dir, bc-sal,bc-temp,bc-sed FL-QC means subsequent steps from file
ENDSTEP
ENDDATA

94
defaults.R10
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@ -0,0 +1,94 @@
INBNGEO MESH.GEO & Input binary file with geometric data
METFIL RESULTS.OUT & Input ASCII file with meteorological data
OUTFIL BRESULTS.RMA & Output ASCII results
ENDFIL
ENDLIMIT
TI
STARTIM & Starting date and time
VERTTURB 0 & Vertical turbulence option
MARSHOPT 0 & Marsh option 0=inactive -2 = input marsh parameters
EDDYTYPE 1 & Eddy type 0 = fixed, 1= scaled, 2 = Smagorinsky
TBFACT 0.200 & Turbulence factor when Smagorinsky is active
TBMIN 1.000 & Turbulence minimum when Smagorinsky is active
TIMPROJ 1 & Time projection switch 1= no projection, 0 = use time derivative (least stable), 2 = project u
2DMODEL & 2-d model approximation
GRAVITY 1 & Units switch 1 = metric 0 = english
ZEROBED 0 & Force zero bed velocity 1 = at all bed levels 2 = limited by bed level input
ZERBELLV 0.000 & Force zero velocity on water surface
PASSSAL 0 & Bed level below which zero bed level in applied
PASSTMP 0 & Ignore influence of salinity on water density
PASSSED 0 & Ignore influence of temperature on water density
ZEROSURF 0 & Ignore influence of sediment on water density
SAVITR 0 & Save binary file for all iterations 0 = ignore, 1 =save
REVRTDEN 0.000 & Option for vertical density model 0 = standard 1 = revised method
OMEGA 0.000 & Latitude (degrees) positive in northern hemisphere
ELEV 0.000 & Reference level for vertical transformation / Starting water level
X-SCALE 1.000 & x scale factor (0.0 equivalent to 1.0)
Y-SCALE 1.000 & y scale factor (0.0 equivalent to 1.0)
Z-SCALE 1.000 & z sacle factor (0.0 equivalent to 1.0)
BOUNDCMN 1.000 & Defines constant associated with vertical constituent distribution at boundary
BOUNDCPW 1.000 & Defines power associated with vertical constituent distribution at boundary
UNOM 0.250 & Nominal water velocity at startup
UDIR 0.000 & Nominal current direction in radians c-clockwise from horzontal
HMIN 0.000 & Minimum depth as startup (ignored if set = 0.0) Use with care can cause initial instabilty
DSET 0.200 & Depth at which drying (element removal) is initiated when drying
DSETD 0.300 & Depth at which rewetting (element return) occurs when flooding
FIXBC 0 & Switch that forces boundary conditions to be applied regardless of direction
VERTEQSW 20000 & Number of vertical velocity equations to switch to PARDISO (Default=20000)
INITSAL 0.000 & Initial salinity when no restart file specified
INITTEMP 20.000 & Initial temperature when no restart file specified
INITSED 0.000 & Initial sediment concentration when no restart file specified
INITUBED 0.000 & Bed x-velocity used to compute resistance to flow for initial conditions regardless of initial
INITVBED 0.000 & Bed y-velocity used to compute resistance to flow for initial conditions regardless of initial
RETRNPCT 0.000 & Percent of outflowing average concentration returned on next tidal inflow
SURFMIX 0.500 & Depth of surface mixing (associated with free water surface local turbulence
SSITN 20 & Number of steady state iteration cycles to be applied
TRITN 20 & Number of time transient iteration cycles to be applied per time step
TRSTEPS 12 & Number of transient steps to be simulated
ECHSVALL & Show element and node data in echo print
ITERINTV 0 & Iteration frequency for ASCII output. Skip if = 0
ASCSVFRQ 1 & Time step frequency for ASCII output
STBIN 1 & Save startup to binary results file
DRYSW 0 & Switch to initiate element elimination
FRQBIN 1 & Time step frequency for binary output
FRQRST 10 & Time step frequency for individual binary restart file
RWDASFRQ 999999 & Time step frequency for restarting ASCII results file (saves file size for very large number o
1DTYP 0 & 1-D cross section type (see users manual for more details)
SOLVER 4 & Equation solver type 0=FRONT > 0 PARDISO SOLVER
SLVERDSK 0 & Switch to initiate out of local memory (disk) version of PARDISO for very large prblems
MESSRWND 999999 & Time step frequency for restarting ASCII message file (saves file size for very large number o
INITWSRF 0.000 & Initial water surface elevation, Required if different from tra nsformation reference level
CONV-VEL 0.01000 & Convergence limit for velocities
CONV-DEP 0.00100 & Convergence limit for depth
CONV-SAL 0.01000 & Convergence limit for salinity
CONV-TMP 0.01000 & Convergence limit for temperature
CONV-SED 0.01000 & Convergence limit for sediment concentration
EDDY-MAT 1 -0.20000 & Horizontal turbulent eddy coefficient
EDDY-VRT 1 0.000E+00 & Vertical turbulent eddy coefficient
DIFF-MAT 1 0.00000 & Horizontal turbulent diffusion coefficient
DIFF-VRT 1 0.000E+00 & Vertical turbulent diffusion coefficient
MANN-MAT 1 0.02000 & Manning/Chezy bed friction coefficient >1.0 is Chezy coefficient
MANN-BNK 1 0.00000 & Bank Manning coefficient if appropriate
MANN-SRF 1 0.00000 & Water surface Manning coefficient if appropriate
MARSH-FR 1 0.00000 & Marsh factor when drying applied to friction coefficient
ED-VTVAR 1 1.000 0.000 0.000 & Eqn for vertical distribution factor for horizontal eddy coefficient F=a+z*(b+c*z)
BN-V-MIN 1.000 & Boundary velocity vertical distribution constant
BN-V-PWR 1.000 & Boundary velocity vertical distribution power
TR-V-MIN 1.000 & 2-D to 3-D velocity vertical distribution constant
TR-V-PWR 1.000 & 2-D to 3-D velocity vertical distribution power
MARSH-SH 1.500 & Marsh coefficient depth shift
MARSH-RG 0.670 & Marsh coefficient range
MARSH-PR 0.040 & Marsh coefficient porosity
MARSH-LM 0.000 & Marsh coefficient limit
TAB-END & Indicator of end of tabular data set
ENDGEO & Indicator of end of end control and geometry data
DELTA-HR 0.0000 & Time step in minutes
CN-ELEVC 2 0 0.0000 0.000 0.000 0.000 & Continuity line elevation CN-ELEVC is elevation specified as constant along a line - CCLINE, Elevation ,bc-sal,bc-temp,bc-sed
CN-QC 1 0 50.00 0.00 0.000 0.000 0.000 & Continuity line inflow CN-QC is standard inflow , CCLINE, Total Flow, Dir, bc-sal,bc-temp,bc-sed FL-QC means subsequent steps from file
ENDSTEP
DELTA-MN 15.0000 & Time step in hours
DATE-END 31/01/2018 12.00 & Ending time for the time step block
CN-ELEVC 2 0 0.0000 0.000 0.000 0.000 & Continuity line elevation CN-ELEVC is elevation specified as constant along a line - CCLINE, Elevation ,bc-sal,bc-temp,bc-sed
CN-QC 1 0 50.00 0.00 0.000 0.000 0.000 & Continuity line inflow CN-QC is standard inflow , CCLINE, Total Flow, Dir, bc-sal,bc-temp,bc-sed FL-QC means subsequent steps from file
ENDSTEP
ENDDATA
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