Yes sure.
Here is the steering file content.
PARALLEL PROCESSORS : 100
/DEBUGGER=1
/----------------------------------------------------------------------
/ TELEMAC 3D : The Gironde Estuary
/ *** 20 plans ***
/ Runs the model for the period Oct1 to Nov15
/----------------------------------------------------------------------
/
TITLE = 'The Gironde Estuary Model'
/--------------------------------------------------
/ Files
/--------------------------------------------------
FORTRAN FILE : Wind_and_Friction2.f
BOUNDARY CONDITIONS FILE : BC_50m.cli
GEOMETRY FILE : Geo_50m.slf
BINARY DATABASE 1 FOR TIDE='h_tpxo7.2'
BINARY DATABASE 2 FOR TIDE ='u_tpxo7.2'
ASCII ATMOSPHERIC DATA FILE = wind_data
LIQUID BOUNDARIES FILE : River_Discharge.txt
INITIAL TIME SET TO ZERO=YES
2D RESULT FILE FORMAT ='SERAFIN'
3D RESULT FILE FORMAT ='SERAFIN'
3D RESULT FILE : The_Girond_dens_dif2_3D.slf
2D RESULT FILE : The_Girond_dens_dif2_2D.slf
/--------------------------------------------------
/ Initializing
/--------------------------------------------------
/ ---2d file---
/2D CONTINUATION = YES
/FILE FOR 2D CONTINUATION FORMAT = 'SERAFIND'
/FILE FOR 2D CONTINUATION = 'INITIAL_DENSITY_2D.slf'
/ ---3d file---
PREVIOUS COMPUTATION FILE FORMAT = 'SERAFIN'
COMPUTATION CONTINUED = YES
PREVIOUS COMPUTATION FILE = 'T3DRES'
/RECORD NUMBER FOR RESTART = 3276
/--------------------------------------------------
/ Coordinate System
/--------------------------------------------------
GEOGRAPHIC SYSTEM=4
ZONE NUMBER IN GEOGRAPHIC SYSTEM=3
/--------------------------------------------------
/ Time Steps And Variables
/--------------------------------------------------
NUMBER OF TIME STEPS = 64800
TIME STEP = 60
VARIABLES FOR 2D GRAPHIC PRINTOUTS : U,V,S,H,W,B,X,Y,TA1
VARIABLES FOR 3D GRAPHIC PRINTOUTS : Z,U,V,W,TA1
LISTING PRINTOUT PERIOD : 1
GRAPHIC PRINTOUT PERIOD : 30
MASS-BALANCE = YES
INFORMATION ABOUT MASS-BALANCE FOR EACH LISTING PRINTOUT = YES
/--------------------------------------------------
/ Initial Condition and B.C
/--------------------------------------------------
INITIAL CONDITIONS ='CONSTANT ELEVATION'
INITIAL ELEVATION =3.5
PRESCRIBED FLOWRATES =0.;0.0;0.0
PRESCRIBED VELOCITIES=0;0;0
VELOCITY PROFILES=1;4;4 /-----it was 4;4;;
VELOCITY VERTICAL PROFILES =2;2;2
NUMBER OF HORIZONTAL LEVELS= 20
MESH TRANSFORMATION : 1
OPTION FOR TIDAL BOUNDARY CONDITIONS=1;0;0
OPTION FOR LIQUID BOUNDARIES=2;1;1
ORIGINAL DATE OF TIME=2015;09;30
ORIGINAL HOUR OF TIME=21;51;21
TIDAL DATA BASE=2
CORIOLIS = YES
CORIOLIS COEFFICIENT : 0.000137
LAW OF BOTTOM FRICTION = 3
FRICTION COEFFICIENT FOR THE BOTTOM = 45.44
TREATMENT OF FLUXES AT THE BOUNDARIES : 2;2;2
INITIAL GUESS FOR DEPTH =1
/--------------------------------------------------
/ Tidal Flat
/--------------------------------------------------
TIDAL FLATS: YES
OPTION FOR THE TREATMENT OF TIDAL FLATS=1
TREATMENT OF NEGATIVE DEPTHS = 2
MINIMAL VALUE FOR DEPTH = 0.0
TREATMENT ON TIDAL FLATS FOR VELOCITIES = 0
TREATMENT ON TIDAL FLATS FOR TRACERS = 0
BYPASS VOID VOLUMES: YES
/--------------------------------------------------
/ Tracers
/--------------------------------------------------
NUMBER OF TRACERS=1
TYPE OF SOURCES=2
PRESCRIBED TRACERS VALUES = 35;0;0
NAMES OF TRACERS : 'SALINITY'
INITIAL VALUES OF TRACERS : 0.0
DENSITY LAW : 2
COEFFICIENT FOR VERTICAL DIFFUSION OF TRACERS = 0.01
COEFFICIENT FOR HORIZONTAL DIFFUSION OF TRACERS = 0.01
/--------------------------------------------------
/ Steps and Schemes
/--------------------------------------------------
ADVECTION STEP = YES
SCHEME FOR ADVECTION OF VELOCITIES = 1 / this could cause a problem if the CFL condition is not met
SCHEME FOR ADVECTION OF DEPTH = 5
/SUPG OPTION = 1;1;1;1
SCHEME FOR ADVECTION OF TRACERS = 14
/NUMBER OF SUB ITERATIONS FOR NON LINEARITIES=4 /for better mass conservation
DIFFUSION STEP = YES
SCHEME FOR DIFFUSION OF VELOCITIES = 1
SCHEME FOR DIFFUSION OF TRACERS = 1
PROPAGATION STEP = YES
NON-HYDROSTATIC VERSION = YES
DYNAMIC PRESSURE IN WAVE EQUATION =YES
/--------------------------------------------------
/ Solvers and Accuracies
/--------------------------------------------------
SOLVER FOR DIFFUSION OF VELOCITIES = 1
SOLVER FOR PROPAGATION = 1
SOLVER FOR PPE = 1
SOLVER FOR VERTICAL VELOCITY = 1
SOLVER FOR DIFFUSION OF TRACERS = 1
ACCURACY FOR DIFFUSION OF VELOCITIES = 1.E-6
ACCURACY FOR PROPAGATION = 1.E-6
ACCURACY FOR PPE = 1.E-6
ACCURACY FOR VERTICAL VELOCITY =1.E-6
ACCURACY FOR DIFFUSION OF TRACERS = 1.E-15
MAXIMUM NUMBER OF ITERATIONS FOR DIFFUSION OF VELOCITIES = 1000000
MAXIMUM NUMBER OF ITERATIONS FOR PROPAGATION = 1000000
MAXIMUM NUMBER OF ITERATIONS FOR PPE = 1000000
MAXIMUM NUMBER OF ITERATIONS FOR VERTICAL VELOCITY = 1000000
MAXIMUM NUMBER OF ITERATIONS FOR DIFFUSION OF TRACERS = 1000000
MAXIMUM NUMBER OF ITERATIONS FOR ADVECTION SCHEMES = 1000000
IMPLICITATION FOR DEPTH : 1.
IMPLICITATION FOR VELOCITIES : 1.
IMPLICITATION FOR DIFFUSION : 1.
MASS-LUMPING FOR DEPTH : 1
MASS-LUMPING FOR VELOCITIES : 1
MASS-LUMPING FOR DIFFUSION : 1
MATRIX STORAGE : 3
/--------------------------------------------------
/ TURBULENCE MODEL
/--------------------------------------------------
TURBULENCE REGIME FOR THE BOTTOM = 2
/ in case of 1 the friction will be computed based on Richardson number
LAW OF FRICTION ON LATERAL BOUNDARIES = 5 / value 1 means no friction
FRICTION COEFFICIENT FOR LATERAL SOLID BOUNDARIES = 60
FRICTION COEFFICIENT FOR LATERAL SOLID BOUNDARIES = 2
VERTICAL TURBULENCE MODEL = 2
MIXING LENGTH MODEL = 6
HORIZONTAL TURBULENCE MODEL = 4
/--------------------------------------------------
/ WIND
/--------------------------------------------------
WIND = YES
OPTION FOR WIND = 3
COEFFICIENT OF WIND INFLUENCE = 6.78E-7
WIND VELOCITY ALONG X = 0
WIND VELOCITY ALONG Y = 0
THRESHOLD DEPTH FOR WIND = 0.5
/--------------------------------------------------
/ PRECONDITIONING
/--------------------------------------------------
/PRECONDITIONING FOR DIFFUSION OF VELOCITIES: 34
/PRECONDITIONING FOR PROPAGATION : 34
/PRECONDITIONING FOR PPE : 34
/PRECONDITIONING FOR VERTICAL VELOCITY : 34
/ PRECONDITIONING FOR DIFFUSION OF TRACERS : 34
/PRECONDITIONING FOR DIFFUSION OF K-EPSILON : 34
/--------------------------------------------------
/ OTHER OPTIONS
/--------------------------------------------------
COEFFICIENT TO CALIBRATE SEA LEVEL=0.4758
COEFFICIENT TO CALIBRATE TIDAL RANGE = 0.8905882
AVERAGE WATER DENSITY =1000
HYDROSTATIC INCONSISTENCY FILTER : NO
/CHECKING THE MESH: YES
NUMBER OF BOTTOM SMOOTHINGS = 1
&ETA
&FIN
