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