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