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                                                                                                     
ENDFIL                                                                                                                                                                                                                                
ENDLIMIT                                                                                                                                                                                                                              
TI                                                                                                                                                                                                                                    
STARTIM                                                              & Starting date and time                                                                                                                                         
ENDTIM                                                               & Ending 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       0.000                                                     & 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)                                                                                    
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                                                                 
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          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                                                                                                                                                                                                         
CONT-FLW                                                             & Save flows in continuity line output                                                                                                                           
CONT-ELV                                                             & Save average water surface elevations 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                                                                                                                       
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-RG   0.670                                                                                                                                                                                                                      
MARSH-PR   0.040                                                                                                                                                                                                                      
MARSH-LM   0.000                                                                                                                                                                                                                      
TAB-END                                                                                                                                                                                                                               
ENDGEO                                                                                                                                                                                                                                
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                                                                                                                                                                                                                               
