Skip to content
Snippets Groups Projects
Commit b9931626 authored by mey's avatar mey
Browse files

deleted bin

parent 948d0bee
No related branches found
No related tags found
No related merge requests found
Showing
with 0 additions and 1390 deletions
File deleted
File deleted
File deleted
File deleted
File deleted
File deleted
File deleted
File deleted
File deleted
File deleted
File deleted
File deleted
File deleted
PRODUCT: RIVER.lab/Eros
VERSION: 7.3.82
Floodos-Eros: 2d hydrodynamic code with advanced landscape evolution model, part of the RIVER.lab platform
Copyright (c) 1998-2020 Philippe Davy, CNRS (Centre National de la Recherche Scientifique)
PROGRAM: .\bin\x64\eros7.3.exe
VERSION: 7.3.82.77136f959c8fb1eb2759d2d87852f389512bd8ca
COMMIT : 2021-01-12 11:07:35
ARGUMENTS: help=parameters
//------------------------------------------------
// Program arguments
//------------------------------------------------
[command] help=parameters variables:[help = parameters]
//------------------------------------------------
// Set parameter values
//------------------------------------------------
[VALID] help=parameters
____________________________________________________________________________________________________
HELP parameter list
parameter default_value comment
....................................................................................................
basement_erodability|fluvial 0.000000
basement_erodability|hillslope 0.000000
basement_grain_size|fluvial -1.000000 <double>Basement grain size (used to calculate Shields parameters and critical stress
basement_grain_size|hillslope -1.000000 <double>Basement grain size (used to calculate Shields parameters and critical stress
basement_shields_parameter|fluvial -1.000000 <double>Basement Shields parameter
basement_shields_parameter|hillslope -1.000000 <double>Basement Shields parameter
basement_threshold|fluvial 0.000000
basement_threshold|hillslope 0.000000
boundary_periodic 0
boundary_recharge 0
boundary_sea 0
boundary_semiperiodic 0
boundary_traps 0
climate_frequency 0.000000
climate_mean 1.000000
climate_trend 0.000000
climate_variation_amplitude 0.000000
climate_wet_season_duration 1.000000
climate_wet_season_rainfall 1.000000
climate_wet_season_recurrence_time 0.000000
continue -1 <int>continue a simulation from a given stage 'continue=stage'
default_max 20
default_min -1
default_model 0
default_op 0
default_step 1.000000
deposition_length_max|fluvial 340282346638528859811704183484516925440.000000
deposition_length_max|hillslope 340282346638528859811704183484516925440.000000
deposition_length_min|fluvial 0.000000
deposition_length_min|hillslope 0.000000
deposition_length_qexponent|fluvial 0.000000
deposition_length_qexponent|hillslope 0.000000
deposition_length_threshold|fluvial 0.000000
deposition_length_threshold|hillslope 0.000000
deposition_length|fluvial 1.000000
deposition_length|hillslope 1.000000
deposition_model 1 <constant*,stream_power,shear_stress,MPM,shear_velocity,shear_power,shear_MPM>The deposition model
diagonal_width_reduction 0
dir
dir_input
end_flux
end_stages
erosion_discharge_exponent|fluvial 1.000000
erosion_discharge_exponent|hillslope 1.000000
erosion_limiter 0.000000
erosion_limiter_coefficient 10.000000
erosion_model 3
erosion_shields_critical|fluvial 0.047000
erosion_shields_critical|hillslope 0.047000
erosion_slope_exponent|fluvial 1.000000
erosion_slope_exponent|hillslope 1.000000
erosion_slope_model 1 <int*1>slope model for erosion, either: topo/0, hydro/1 or average/2.
erosion_stress_exponent|fluvial 1.000000
erosion_stress_exponent|hillslope 1.000000
fictious_area 1.000000
file_climate
file_config EROS
file_erode
file_erode_sed
file_groundwater
file_hum
file_infiltration
file_manning
file_output EROS
file_rain
file_seallevel
file_sediment
file_threshold
file_threshold_sed
file_topo
file_uplift
file_water
flow_boundary 0 <int>Define how the water depth is calculated at the model boundaries: 0/constant, 1/topographic_slope/topo_slope, 2/free/same as the upstream cell
flow_boundary_depth -1.000000
flow_depth_constant 1.000000
flow_inertia_coefficient 0.000000
flow_model 1
flow_width_qexponent|fluvial 0.000000
flow_width_qexponent|hillslope 0.000000
flow_width|fluvial 0.000000
flow_width|hillslope 0.000000
flux_averaging 20
flux_scaling 1 <set,none,basin*,river>set the surface over which the sediment outflow Qs is normalized= set/-1: the surface is given as an option (e.g., flux_area=set:3e4); none/0: no normalization; basin/1(default): total surface of the model except boundary conditions; river/2: surface where it rains
friction_coefficient 0.000000
friction_model 2
gravity_slope 0.000000 <double*0.>maximum slope for hillslopes
grid_diagonal 0 <int*0>Determines how EROS weigthts the diagonals when calculating the Manning time scale (should be removed once fixed). 0: the pixel width is constant; 1: the width decreases in diagonals
grid_diffusion 4.000000 <double*4.0>Diffusion coefficient for choosing the downstream direction from a set of velocity values.
groundwater_cfl 0.250000 <double*0.25>CFL coefficients for solving the groundwater diffusive equation
groundwater_diffusivity 10000000.000000
groundwater_epsilon 0.000100
groundwater_infiltration 0.000000
groundwater_porosity 0.100000
groundwater_tide -9999.000000
help parameters
hydraulic_model 0
infiltration_rate 0.000000
inflow -1.000000 <double*-1>Sets the total water discharge provided to the model with a spatial distribution (i.e., probability) given by the rainfall map
input_mode 0 discontinued
input_name EROS
input_sediment_concentration 0.000000
input_sediment_equilibrium 0
input_sediment_fluctuations 0.000000
isostatic_factor 0.000000
isostatic_length 1.000000
isostatic_offset 0.000000
landslide_cohesion_(m) 0.000000 <double>cohesion in meter
landslide_dynamic_slope 0.150000 <double>dynamic friction slope
landslide_friction_angle 0.523600 <double>friction angle in radian
landslide_runout_diffusion_coefficient 1.000000 <double>Coefficient D that defines the probability P of landslide runout to move in one or another direction (P is proportional to the local slope to the power D)
landsliding 0 <int>a flag to know if landsliding is on (1:on, 0:off)
lateral_deposition_coefficient|fluvial 0.000000
lateral_deposition_coefficient|hillslope 0.000000
lateral_deposition_model 1
lateral_erosion_coefficient|fluvial 0.000000
lateral_erosion_coefficient|hillslope 0.000000
lateral_erosion_inbend 1.000000 <double*1.>erosion coefficient for inbed directions
lateral_erosion_max|fluvial 10000000000.000000
lateral_erosion_max|hillslope 10000000000.000000
lateral_erosion_model 1 <constant,bedslope*>model of lateral erosion= constant/0: prop. to bed erosion; bedslope/1(default): prop. to bed erosion by bank slope; 2: prop. to bed erosion by flow heigth (q^0.5); 3: prop. to bed erosion by bank slope by flow heigth (q^0.5)
lateral_erosion_outbend 1.000000 <double*1.>erosion coefficient for outbed directions
lateral_erosion_straight 1.000000 <double*1.>erosion coefficient for straight directions
lateral_neighbor_number 1
model 0 <eros*,floodos,fast_floodos>type of model to run= 0/eros (default); 1/floodos
nowrite 1048599
particle_initial_distance 0
particle_injection_final_time 0.000000
particle_injection_starting_time 0.000000
particle_number 0
particle_trapping_distance 3
pause 0
point
poisson_coefficient 5 <int*5>The Poisson coefficient (k) is used to calculate discharge: Q=k*(precipiton volume)/dtk; his is the time interval between the current precipiton and the previous k-th precipiton.
precipiton_lakes -1
precipiton_steps_maximum -1
precipiton_volume_maximum 2.000000
print 0 <none*,mass_balance>specify the extra parameters that will be printed during the run
process_transition_model -1 <unique*,flow,area,max>set the transition between erosion processes= 0/unique: a unique process=fluvial; 1/flow: a critical flow with value (e.g., process_model=flow:1e4); 2/area: a critical area with value; 3/max:3/max: the most efficient process regarding to erosion rates
process_transition_value -1.000000 <double>set the transition value (obsolete, should be done by process_model)
rainfall_multiplier 1.000000 <double*1.>multiplication coefficient for the rainfall map
random_seed -1 <int*-1>seed for the random generator. When it is equal to -1 (the default value), the seed is chosen randomly by the computer
sea_level -9999.000000 <double*-9999>sealevel applied during the run. Can also be fixed from time to time by a sealevel file.
sediment_density 2000.000000
sediment_erodability|fluvial 0.000000
sediment_erodability|hillslope 0.000000
sediment_grain_size|fluvial -1.000000 <double>Sediment grain size (used to calculate Shields parameters and critical stress
sediment_grain_size|hillslope -1.000000 <double>Sediment grain size (used to calculate Shields parameters and critical stress
sediment_overefficiency|fluvial -1.000000
sediment_overefficiency|hillslope -1.000000
sediment_shields_parameter|fluvial -1.000000 <double>Sediment Shields parameter
sediment_shields_parameter|hillslope -1.000000 <double>Sediment Shields parameter
sediment_threshold|fluvial 0.000000
sediment_threshold|hillslope 0.000000
smooth_coef 0.980000 <double*0.98>smoothing parameter associated to the smoothing function
smooth_function 0 <no*,linear,quadratic,exponential,log,harmonic>smoothing function to calculate time averages
splash_coefficient 0.000000 <double*0.>hillslope splash diffusion coefficient in [length]/[time]
start_from -1 <int>start a previous simulation from a given stage
start_from_scratch -1
stationary_max 5
stationary_mode 0
stationary_volume 0.000000
strike-slip_line 0.000000
strike-slip_rate 0.000000
strike-slip_sense 0
threads -1 <int*-1>maximum number of threads used by Eros
thrust_angle_(in_degrees) 0.000000
thrust_length 0.000000
thrust_position 0.000000
thrust_rate 0.000000
thrust_sense 0
thrust_uplift 0.000000
thrust_width 0.000000
time_begin 0.000000 <double>starting time (excluding the init phase)
time_draw -1.000000
time_end -1.000000 <double>final time
time_erosion_multiplier 1.000000 <double*1>multiplying factor for erosion rates. Equivalent to consider an "erosion time" larger than the hydrodynamic time
time_init 0.000000
time_init_begin 0.000000 <double>time step or precipiton volume at the beginning of the init phase
time_init_end 0.000000 <double>time step or precipiton volume to reach at the end of the init phase
time_init_op 0 <op>the way in which the time step or precipiton volume is changed between two successive stages (+ or *
time_init_step 0.000000 <double>change in time step or precipiton volume after each stage of the init phase
time_init_tu 1 <int>duration of each phase of the init phase in TU units
time_step -1.000000 <double>time step or precipiton volume during calculation - time:step=XXX:option, the option can be time, volume or TU
time_step_max -1.000000 <double>largest time step or precipiton volume during calculation
time_step_min -1.000000 <double>smallest time step or precipiton volume during calculation
time_unit 1.000000 <double*1.>unit for time scale, if the time scale of model parameters is different from that recorder
topographic_noise 0.000000
trace_begin -1.000000
trace_end -1.000000
trace_format 0 <int*0>format of the precipiton trace file= 0/text/txt; 1/bin/binary
trace_step -1.000000
tu_coefficient 1.000000 <double*1.>sets the proportion of rain pixels that make up 1TU
tu_print 1 <int*1>sets the reccurrence interval between two screen prints (default=1TU)
undersea_coefficient 0.000000 <double*0.>deposition coefficient applied to the deposition length for precipiton below sea level (length*=coef). If 0 (default value), no deposition occurs and the precipiton stops.
update_epsilon 0.000000 <double*0.>coef that fixes the smallest time lapse required to update flow
uplift_point 0
uplift_rate 0.000000
write 1048599
Hope you are happy with Eros
File deleted
D:\SynologyDrive\erosmatlabinterface\bin>eros7.3.82 help
PRODUCT: RIVER.lab/Eros
VERSION: 7.3.84
Floodos-Eros: 2d hydrodynamic code with advanced landscape evolution model, part of the RIVER.lab platform
Copyright (c) 1998-2020 Philippe Davy, CNRS (Centre National de la Recherche Scientifique)
PROGRAM: eros7.3.82
VERSION: 7.3.84.b424722060969acbb7b8faa32c09c011a5dacb1d
COMMIT : 2021-01-24 22:15:52
ARGUMENTS: help
//------------------------------------------------
// Program arguments
//------------------------------------------------
[command] help keyword or file
//------------------------------------------------
// Set parameter values
//------------------------------------------------
[VALID] help=parameters
____________________________________________________________________________________________________
HELP parameter list
parameter default_value comment
....................................................................................................
basement_erodability|fluvial 0.000000
basement_erodability|hillslope 0.000000
basement_grain_size|fluvial -1.000000 <double>Basement grain size (used to calculate Shields parameters and critical stress
basement_grain_size|hillslope -1.000000 <double>Basement grain size (used to calculate Shields parameters and critical stress
basement_shields_parameter|fluvial -1.000000 <double>Basement Shields parameter
basement_shields_parameter|hillslope -1.000000 <double>Basement Shields parameter
basement_threshold|fluvial 0.000000
basement_threshold|hillslope 0.000000
boundary_periodic 0
boundary_recharge 0
boundary_sea 0
boundary_semiperiodic 0
boundary_traps 0
climate_frequency 0.000000
climate_mean 1.000000
climate_trend 0.000000
climate_variation_amplitude 0.000000
climate_wet_season_duration 1.000000
climate_wet_season_rainfall 1.000000
climate_wet_season_recurrence_time 0.000000
continue -1 <int>continue a simulation from a given stage 'continue=stage'
default_max 20
default_min -1
default_model 0
default_op 0
default_step 1.000000
deposition_length_max|fluvial 340282346638528859811704183484516925440.000000
deposition_length_max|hillslope 340282346638528859811704183484516925440.000000
deposition_length_min|fluvial 0.000000
deposition_length_min|hillslope 0.000000
deposition_length_qexponent|fluvial 0.000000
deposition_length_qexponent|hillslope 0.000000
deposition_length_threshold|fluvial 0.000000
deposition_length_threshold|hillslope 0.000000
deposition_length|fluvial 1.000000
deposition_length|hillslope 1.000000
deposition_model 1 <constant*,stream_power,shear_stress,MPM,shear_velocity,shear_power,shear_MPM>The deposition model
diagonal_width_reduction 0
dir
dir_input
end_flux
end_stages
erosion_discharge_exponent|fluvial 1.000000
erosion_discharge_exponent|hillslope 1.000000
erosion_limiter 0.000000
erosion_limiter_coefficient 10.000000
erosion_model 3
erosion_shields_critical|fluvial 0.047000
erosion_shields_critical|hillslope 0.047000
erosion_slope_exponent|fluvial 1.000000
erosion_slope_exponent|hillslope 1.000000
erosion_slope_model 1 <int*1>slope model for erosion, either: topo/0, hydro/1 or average/2.
erosion_stress_exponent|fluvial 1.000000
erosion_stress_exponent|hillslope 1.000000
fictious_area 1.000000
file_climate
file_config EROS
file_cs EROS
file_erode
file_erode_sed
file_groundwater
file_hum
file_infiltration
file_manning
file_output EROS
file_rain
file_seallevel
file_sediment
file_threshold
file_threshold_sed
file_topo
file_uplift
file_water
flow_boundary 0 <int>Define how the water depth is calculated at the model boundaries: 0/constant, 1/topographic_slope/topo_slope, 2/free/same as the upstream cell
flow_boundary_depth -1.000000
flow_depth_constant 1.000000
flow_inertia_coefficient 0.000000
flow_model 1
flow_width_qexponent|fluvial 0.000000
flow_width_qexponent|hillslope 0.000000
flow_width|fluvial 0.000000
flow_width|hillslope 0.000000
flux_averaging 20
flux_scaling 1 <set,none,basin*,river>set the surface over which the sediment outflow Qs is normalized= set/-1: the surface is given as an option (e.g., flux_area=set:3e4); none/0: no normalization; basin/1(default): total surface of the model except boundary conditions; river/2: surface where it rains
friction_coefficient 0.000000
friction_model 2
gravity_slope 0.000000 <double*0.>maximum slope for hillslopes
grid_diagonal 0 <int*0>Determines how EROS weigthts the diagonals when calculating the Manning time scale (should be removed once fixed). 0: the pixel width is constant; 1: the width decreases in diagonals
grid_diffusion 4.000000 <double*4.0>Diffusion coefficient for choosing the downstream direction from a set of velocity values.
groundwater_cfl 0.250000 <double*0.25>CFL coefficients for solving the groundwater diffusive equation
groundwater_diffusivity 10000000.000000
groundwater_epsilon 0.000100
groundwater_infiltration 0.000000
groundwater_porosity 0.100000
groundwater_tide -9999.000000
help parameters
hydraulic_model 0
infiltration_rate 0.000000
inflow -1.000000 <double*-1>Sets the total water discharge provided to the model with a spatial distribution (i.e., probability) given by the rainfall map
input_mode 0 discontinued
input_name EROS
input_sediment_concentration 0.000000
input_sediment_equilibrium 0
input_sediment_fluctuations 0.000000
isostatic_factor 0.000000
isostatic_length 1.000000
isostatic_offset 0.000000
landslide_cohesion_(m) 0.000000 <double>cohesion in meter
landslide_dynamic_slope 0.150000 <double>dynamic friction slope
landslide_friction_angle 0.523600 <double>friction angle in radian
landslide_runout_diffusion_coefficient 1.000000 <double>Coefficient D that defines the probability P of landslide runout to move in one or another direction (P is proportional to the local slope to the power D)
landsliding 0 <int>a flag to know if landsliding is on (1:on, 0:off)
lateral_deposition_coefficient|fluvial 0.000000
lateral_deposition_coefficient|hillslope 0.000000
lateral_deposition_model 1
lateral_erosion_coefficient|fluvial 0.000000
lateral_erosion_coefficient|hillslope 0.000000
lateral_erosion_inbend 1.000000 <double*1.>erosion coefficient for inbed directions
lateral_erosion_max|fluvial 10000000000.000000
lateral_erosion_max|hillslope 10000000000.000000
lateral_erosion_model 1 <constant,bedslope*>model of lateral erosion= constant/0: prop. to bed erosion; bedslope/1(default): prop. to bed erosion by bank slope; 2: prop. to bed erosion by flow heigth (q^0.5); 3: prop. to bed erosion by bank slope by flow heigth (q^0.5)
lateral_erosion_outbend 1.000000 <double*1.>erosion coefficient for outbed directions
lateral_erosion_straight 1.000000 <double*1.>erosion coefficient for straight directions
lateral_neighbor_number 1
model 0 <eros*,floodos,fast_floodos>type of model to run= 0/eros (default); 1/floodos
nowrite 1048599
particle_initial_distance 0
particle_injection_final_time 0.000000
particle_injection_starting_time 0.000000
particle_number 0
particle_trapping_distance 3
pause 0
point
poisson_coefficient 5 <int*5>The Poisson coefficient (k) is used to calculate discharge: Q=k*(precipiton volume)/dtk; his is the time interval between the current precipiton and the previous k-th precipiton.
precipiton_lakes -1
precipiton_steps_maximum -1
precipiton_volume_maximum 2.000000
print 0 <none*,mass_balance>specify the extra parameters that will be printed during the run
process_transition_model -1 <unique*,flow,area,max>set the transition between erosion processes= 0/unique: a unique process=fluvial; 1/flow: a critical flow with value (e.g., process_model=flow:1e4); 2/area: a critical area with value; 3/max:3/max: the most efficient process regarding to erosion rates
process_transition_value -1.000000 <double>set the transition value (obsolete, should be done by process_model)
rainfall_multiplier 1.000000 <double*1.>multiplication coefficient for the rainfall map
random_seed -1 <int*-1>seed for the random generator. When it is equal to -1 (the default value), the seed is chosen randomly by the computer
sea_level -9999.000000 <double*-9999>sealevel applied during the run. Can also be fixed from time to time by a sealevel file.
sediment_density 2000.000000
sediment_erodability|fluvial 0.000000
sediment_erodability|hillslope 0.000000
sediment_grain_size|fluvial -1.000000 <double>Sediment grain size (used to calculate Shields parameters and critical stress
sediment_grain_size|hillslope -1.000000 <double>Sediment grain size (used to calculate Shields parameters and critical stress
sediment_overefficiency|fluvial -1.000000
sediment_overefficiency|hillslope -1.000000
sediment_shields_parameter|fluvial -1.000000 <double>Sediment Shields parameter
sediment_shields_parameter|hillslope -1.000000 <double>Sediment Shields parameter
sediment_threshold|fluvial 0.000000
sediment_threshold|hillslope 0.000000
smooth_coef 0.980000 <double*0.98>smoothing parameter associated to the smoothing function
smooth_function 0 <no*,linear,quadratic,exponential,log,harmonic>smoothing function to calculate time averages
splash_coefficient 0.000000 <double*0.>hillslope splash diffusion coefficient in [length]▓/[time]
start_from -1 <int>start a previous simulation from a given stage
start_from_scratch -1
stationary_max 5
stationary_mode 0
stationary_volume 0.000000
strike-slip_line 0.000000
strike-slip_rate 0.000000
strike-slip_sense 0
threads -1 <int*-1>maximum number of threads used by Eros
thrust_angle_(in_degrees) 0.000000
thrust_length 0.000000
thrust_position 0.000000
thrust_rate 0.000000
thrust_sense 0
thrust_uplift 0.000000
thrust_width 0.000000
time_begin 0.000000 <double>starting time (excluding the init phase)
time_draw -1.000000
time_end -1.000000 <double>final time
time_erosion_multiplier 1.000000 <double*1>multiplying factor for erosion rates. Equivalent to consider an "erosion time" larger than the hydrodynamic time
time_init 0.000000
time_init_begin 0.000000 <double>time step or precipiton volume at the beginning of the init phase
time_init_end 0.000000 <double>time step or precipiton volume to reach at the end of the init phase
time_init_op 0 <op>the way in which the time step or precipiton volume is changed between two successive stages (+ or *
time_init_step 0.000000 <double>change in time step or precipiton volume after each stage of the init phase
time_init_tu 1 <int>duration of each phase of the init phase in TU units
time_step -1.000000 <double>time step or precipiton volume during calculation - time:step=XXX:option, the option can be time, volume or TU
time_step_max -1.000000 <double>largest time step or precipiton volume during calculation
time_step_min -1.000000 <double>smallest time step or precipiton volume during calculation
time_unit 1.000000 <double*1.>unit for time scale, if the time scale of model parameters is different from that recorder
topographic_noise 0.000000
trace_begin -1.000000
trace_end -1.000000
trace_format 0 <int*0>format of the precipiton trace file= 0/text/txt; 1/bin/binary
trace_step -1.000000
tu_coefficient 1.000000 <double*1.>sets the proportion of rain pixels that make up 1TU
tu_print 1 <int*1>sets the reccurrence interval between two screen prints (default=1TU)
undersea_coefficient 0.000000 <double*0.>deposition coefficient applied to the deposition length for precipiton below sea level (length*=coef). If 0 (default value), no deposition occurs and the precipiton stops.
update_epsilon 0.000000 <double*0.>coef that fixes the smallest time lapse required to update flow
uplift_multiplier -9999.000000
uplift_point 0
write 1048599
Hope you are happy with Eros
\ No newline at end of file
D:\USER\mey\bin>eros7.4 help
PRODUCT: RIVER.lab/Eros
VERSION: 7.4.71M
COMMIT : 2021-12-22 09:38:14
Floodos-Eros: 2d hydrodynamic code with advanced landscape evolution model, part of the RIVER.lab platform
Copyright (c) 1998-2020 Philippe Davy, CNRS (Centre National de la Recherche Scientifique)
PROGRAM: eros7.4
ARGUMENTS: help
──────────────────── Program arguments ─────────────────────
[command] help keyword or file
────────────────────── Set parameters ──────────────────────
[VALID] help=parameters
____________________________________________________________________________________________________
HELP parameter list
parameter default_value comment
....................................................................................................
basement_erodibility|fluvial 0.000000
basement_erodibility|hillslope 0.000000
basement_grain_size|fluvial -1.000000 <double>Basement grain size (used to calculate Shields parameters and critical stress
basement_grain_size|hillslope -1.000000 <double>Basement grain size (used to calculate Shields parameters and critical stress
basement_shields_parameter|fluvial -1.000000 <double>Basement Shields parameter
basement_shields_parameter|hillslope -1.000000 <double>Basement Shields parameter
basement_threshold|fluvial 0.000000
basement_threshold|hillslope 0.000000
boundary_periodic 0
boundary_recharge 0
boundary_sea 0
boundary_semiperiodic 0
boundary_traps 0
climate_frequency 0.000000
climate_mean 1.000000
climate_trend 0.000000
climate_variation_amplitude 0.000000
climate_wet_season_duration 1.000000
climate_wet_season_rainfall 1.000000
climate_wet_season_recurrence_time 0.000000
default_max 20
default_min -1
default_model 0
default_op 0
default_step 1.000000
deposition_length_max|fluvial 340282346638528859811704183484516925440.000000
deposition_length_max|hillslope 340282346638528859811704183484516925440.000000
deposition_length_min|fluvial 0.000000
deposition_length_min|hillslope 0.000000
deposition_length_qexponent|fluvial 0.000000
deposition_length_qexponent|hillslope 0.000000
deposition_length_threshold|fluvial 0.000000
deposition_length_threshold|hillslope 0.000000
deposition_length|fluvial 1.000000
deposition_length|hillslope 1.000000
deposition_model 1 <constant*,stream_power,shear_stress,MPM,shear_velocity,shear_power,shear_MPM>The deposition model
diagonal_width_reduction 0
dir
dir_input
end_flux
end_stages
erosion_discharge_exponent|fluvial 1.000000
erosion_discharge_exponent|hillslope 1.000000
erosion_limiter 0.000000
erosion_limiter_coefficient 10.000000
erosion_model 3
erosion_shields_critical|fluvial 0.047000
erosion_shields_critical|hillslope 0.047000
erosion_slope_exponent|fluvial 1.000000
erosion_slope_exponent|hillslope 1.000000
erosion_slope_model 1 <int*1>slope model for erosion, either: topo/0, hydro/1 or average/2.
erosion_stress_exponent|fluvial 1.000000
erosion_stress_exponent|hillslope 1.000000
fictious_area 1.000000
file_bc EROS
file_climate
file_config EROS
file_cs <string>Specifiy a map of sediment concentration at the input boundaries. The map value is multipled by input_sediment_concentration
file_erode
file_erode_sed
file_groundwater
file_hum
file_infiltration
file_manning
file_output EROS
file_rain
file_seallevel
file_sediment
file_threshold
file_threshold_sed
file_topo
file_uplift
file_water
flow_boundary 0 <int>Define how the water depth is calculated at the model boundaries: 0/constant, 1/topographic_slope/topo_slope, 2/free/same as the upstream cell
flow_boundary_depth -1.000000
flow_depth_constant 1.000000
flow_inertia_coefficient 0.000000
flow_model 1
flow_width_qexponent|fluvial 0.000000
flow_width_qexponent|hillslope 0.000000
flow_width|fluvial 0.000000
flow_width|hillslope 0.000000
flux_averaging 20
flux_scaling 1 <set,none,basin*,river>set the surface over which the sediment outflow Qs is normalized= set/-1: the surface is given as an option (e.g., flux_area=set:3e4); none/0: no normalization; basin/1(default): total surface of the model except boundary conditions; river/2: surface where it rains
friction_coefficient 0.000000
friction_model 2
gravity_slope 0.000000 <double*0.>maximum slope for hillslopes
grid_diagonal 0 <int*0>Determines how EROS weigthts the diagonals when calculating the Manning time scale (should be removed once fixed). 0: the pixel width is constant; 1: the width decreases in diagonals
grid_diffusion 4.000000 <double*4.0>Diffusion coefficient for choosing the downstream direction from a set of velocity values.
groundwater_cfl 0.250000 <double*0.25>CFL coefficients for solving the groundwater diffusive equation
groundwater_diffusivity 10000000.000000
groundwater_epsilon 0.000100
groundwater_infiltration 0.000000
groundwater_porosity 0.100000
groundwater_tide -9999.000000
help parameters
hydraulic_model 0
infiltration_rate 0.000000
inflow -1.000000 <double*-1>Sets the total water discharge provided to the model with a spatial distribution (i.e., probability) given by the rainfall map
input_name EROS
input_sediment_concentration 0.000000
input_sediment_equilibrium 0
input_sediment_fluctuations 0.000000
isostatic_factor 0.000000
isostatic_length 1.000000
isostatic_offset 0.000000
landslide_cohesion_(m) 0.000000 <double>cohesion in meter
landslide_dynamic_slope 0.150000 <double>dynamic friction slope
landslide_friction_angle 0.523600 <double>friction angle in radian
landslide_runout_diffusion_coefficient 1.000000 <double>Coefficient D that defines the probability P of landslide runout to move in one or another direction (P is proportional to the local slope to the power D)
landsliding 0 <int>a flag to know if landsliding is on (1:on, 0:off)
lateral_deposition_coefficient|fluvial 0.000000
lateral_deposition_coefficient|hillslope 0.000000
lateral_deposition_model 1
lateral_erosion_coefficient|fluvial 0.000000
lateral_erosion_coefficient|hillslope 0.000000
lateral_erosion_inbend 1.000000 <double*1.>erosion coefficient for inbed directions
lateral_erosion_max|fluvial 10000000000.000000
lateral_erosion_max|hillslope 10000000000.000000
lateral_erosion_model 1 <constant,bedslope*>model of lateral erosion= constant/0: prop. to bed erosion; bedslope/1(default): prop. to bed erosion by bank slope; 2: prop. to bed erosion by flow heigth (q^0.5); 3: prop. to bed erosion by bank slope by flow heigth (q^0.5)
lateral_erosion_outbend 1.000000 <double*1.>erosion coefficient for outbed directions
lateral_erosion_straight 1.000000 <double*1.>erosion coefficient for straight directions
lateral_neighbor_number 1
mode 0
mode_stage -1
model 0 <eros*,floodos,fast_floodos>type of model to run= 0/eros (default); 1/floodos
nowrite 2097175
particle_initial_distance 0
particle_injection_final_time 0.000000
particle_injection_starting_time 0.000000
particle_number 0
particle_trapping_distance 3
pause 0
point
poisson_coefficient 5 <int*5>The Poisson coefficient (k) is used to calculate discharge: Q=k*(precipiton volume)/dtk; his is the time interval between the current precipiton and the previous k-th precipiton.
precipiton_lakes -1
precipiton_steps_maximum -1
precipiton_volume_maximum 2.000000
print 0 <none*,mass_balance>specify the extra parameters that will be printed during the run
printtu 1 <int*1>sets the reccurrence interval between two screen prints (default=1TU)
process_transition_model -1 <unique*,flow,area,max>set the transition between erosion processes= 0/unique: a unique process=fluvial; 1/flow: a critical flow with value (e.g., process_model=flow:1e4); 2/area: a critical area with value; 3/max:3/max: the most efficient process regarding to erosion rates
process_transition_value -1.000000 <double>set the transition value (obsolete, should be done by process_model)
rainfall_multiplier 1.000000 <double*1.>multiplication coefficient for the rainfall map
random_seed -1 <int*-1>seed for the random generator. When it is equal to -1 (the default value), the seed is chosen randomly by the computer
sea_level -9999.000000 <double*-9999>sealevel applied during the run. Can also be fixed from time to time by a sealevel file.
sediment_density 2000.000000
sediment_erodibility|fluvial 0.000000
sediment_erodibility|hillslope 0.000000
sediment_grain_size|fluvial -1.000000 <double>Sediment grain size (used to calculate Shields parameters and critical stress
sediment_grain_size|hillslope -1.000000 <double>Sediment grain size (used to calculate Shields parameters and critical stress
sediment_overefficiency|fluvial -1.000000
sediment_overefficiency|hillslope -1.000000
sediment_shields_parameter|fluvial -1.000000 <double>Sediment Shields parameter
sediment_shields_parameter|hillslope -1.000000 <double>Sediment Shields parameter
sediment_threshold|fluvial 0.000000
sediment_threshold|hillslope 0.000000
smooth_coef 0.980000 <double*0.98>smoothing parameter associated to the smoothing function
smooth_function 0 <no*,linear,quadratic,exponential,log,harmonic>smoothing function to calculate time averages
splash_coefficient 0.000000 <double*0.>hillslope splash diffusion coefficient in [length]▓/[time]
stationary_max 5
stationary_mode 0
stationary_volume 0.000000
stress_model 1 <rghs or rgqs>fix the way to calculate stress with two options. If rghs(or 0), stress = rho*g*h*s; if rgqs(or 1), stress= rho*g*q^m*s^n with m and n dependent on the friction model
strike-slip_line 0.000000
strike-slip_rate 0.000000
strike-slip_sense 0
threads -1 <int*-1>maximum number of threads used by Eros
thrust_angle_(in_degrees) 0.000000
thrust_length 0.000000
thrust_position 0.000000
thrust_rate 0.000000
thrust_sense 0
thrust_uplift 0.000000
thrust_width 0.000000
time_begin 0.000000 <double>starting time (excluding the init phase)
time_draw -1.000000
time_end -1.000000 <double>final time
time_erosion_multiplier 1.000000 <double*1>multiplying factor for erosion rates. Equivalent to consider an "erosion time" larger than the hydrodynamic time
time_extension 1.000000 <double>time extension = ratio between the (event-based) hydraulic time and the geomorphic time
time_init 0.000000
time_init_begin 0.000000 <double>time step or precipiton volume at the beginning of the init phase
time_init_end 0.000000 <double>time step or precipiton volume to reach at the end of the init phase
time_init_op 0 <op>the way in which the time step or precipiton volume is changed between two successive stages (+ or *
time_init_step 0.000000 <double>change in time step or precipiton volume after each stage of the init phase
time_init_tu 1 <int>duration of each phase of the init phase in TU units
time_step -1.000000 <double>time step or precipiton volume during calculation - time:step=XXX:option, the option can be time, volume or TU
time_step_max -1.000000 <double>largest time step or precipiton volume during calculation
time_step_min -1.000000 <double>smallest time step or precipiton volume during calculation
time_unit 1.000000 <double*1.>unit for time scale, if the time scale of model parameters is different from that recorder
topographic_noise 0.000000
trace_begin -1.000000
trace_end -1.000000
trace_format 0 <int*0>format of the precipiton trace file= 0/text/txt; 1/bin/binary
trace_step -1.000000
tu_coefficient 1.000000 <double*1.>sets the number of rain pixels sampled during 1 TU
TU_coefficient=val:option with option: grid(=default), min, or median
tu_mode 0 Tells if the EROS_number is constant during the simulation (=constant/0) or varies to maintain a constant rainfall volume (=volume/1)
tu_surface 0 The cell number reference that defines TU: grid, rain, rain_min, rain_median
undersea_coefficient 0.000000 <double*0.>deposition coefficient applied to the deposition length for precipiton below sea level (length*=coef). If 0 (default value), no deposition occurs and the precipiton stops.
update_epsilon 0.000000 <double*0.>coef that fixes the smallest time lapse required to update flow
uplift_multiplier -9999.000000
uplift_point 0
write 2097175
Hope you are happy with Eros
D:\USER\mey\bin>eros7.5.exe help
PRODUCT: RIVER.lab/Eros
VERSION: 7.5.92M
COMMIT : 2022-04-11 14:10:42
Floodos-Eros: 2d hydrodynamic code with advanced landscape evolution model, part of the RIVER.lab platform
Copyright (c) 1998-2020 Philippe Davy, CNRS (Centre National de la Recherche Scientifique)
PROGRAM: eros7.5.exe
ARGUMENTS: help
-------------------- Program arguments ---------------------
[command] help keyword or file
---------------------- Set parameters ----------------------
[VALID] help=parameters
____________________________________________________________________________________________________
HELP parameter list
parameter default_value comment
....................................................................................................
basement_erodibility|fluvial 0.000000
basement_erodibility|hillslope 0.000000
basement_grain_size|fluvial -1.000000 <double>Basement grain size (used to calculate Shields parameters and critical stress
basement_grain_size|hillslope -1.000000 <double>Basement grain size (used to calculate Shields parameters and critical stress
basement_shields_parameter|fluvial -1.000000 <double>Basement Shields parameter
basement_shields_parameter|hillslope -1.000000 <double>Basement Shields parameter
basement_threshold|fluvial 0.000000
basement_threshold|hillslope 0.000000
boundary_periodic 0
boundary_recharge 0
boundary_sea 0
boundary_semiperiodic 0
boundary_traps 0
climate_frequency 0.000000
climate_mean 1.000000
climate_trend 0.000000
climate_variation_amplitude 0.000000
climate_wet_season_duration 1.000000
climate_wet_season_rainfall 1.000000
climate_wet_season_recurrence_time 0.000000
default_max 20
default_min -1
default_model 0
default_op 0
default_step 1.000000
deposition_length_max|fluvial 340282346638528859811704183484516925440.000000
deposition_length_max|hillslope 340282346638528859811704183484516925440.000000
deposition_length_min|fluvial 0.000000
deposition_length_min|hillslope 0.000000
deposition_length_qexponent|fluvial 0.000000
deposition_length_qexponent|hillslope 0.000000
deposition_length_threshold|fluvial 0.000000
deposition_length_threshold|hillslope 0.000000
deposition_length|fluvial 1.000000
deposition_length|hillslope 1.000000
deposition_model 1 <constant*,stream_power,shear_stress,MPM,shear_velocity,shear_power,shear_MPM>The deposition model
diagonal_width_reduction 0
dir
dir_input
end_flux
end_stages
erosion_discharge_exponent|fluvial 1.000000
erosion_discharge_exponent|hillslope 1.000000
erosion_limiter 0.000000
erosion_limiter_coefficient 10.000000
erosion_model 3
erosion_multiplier 1.000000 <double*1>multiplying factor for erosion rates. Equivalent to consider an "erosion time" larger than the hydrodynamic time
erosion_shields_critical|fluvial 0.047000
erosion_shields_critical|hillslope 0.047000
erosion_slope_exponent|fluvial 1.000000
erosion_slope_exponent|hillslope 1.000000
erosion_slope_model 1 <int*1>slope model for erosion, either: topo/0, hydro/1 or average/2.
erosion_stress_exponent|fluvial 1.000000
erosion_stress_exponent|hillslope 1.000000
fictious_area 1.000000
file_bc EROS
file_climate
file_config EROS
file_cs <string>Specifiy a map of sediment concentration at the input boundaries. The map value is multipled by input_sediment_concentration
file_erode
file_erode_sed
file_groundwater
file_hum
file_infiltration
file_manning
file_output EROS
file_rain
file_seallevel
file_sediment
file_threshold
file_threshold_sed
file_topo
file_uplift
file_water
flow_boundary 0 <int>Define how the water depth is calculated at the model boundaries: 0/constant, 1/topographic_slope/topo_slope, 2/free/same as the upstream cell
flow_boundary_depth -1.000000
flow_depth_constant 1.000000
flow_inertia_coefficient 0.000000
flow_model 1
flow_width_qexponent|fluvial 0.000000
flow_width_qexponent|hillslope 0.000000
flow_width|fluvial 0.000000
flow_width|hillslope 0.000000
flux_averaging 20
flux_scaling -1 <set,none,basin*,river>set the surface over which the sediment outflow Qs is normalized= set/-1: the surface is given as an option (e.g., flux_area=set:3e4); none/0: no normalization; basin/1(default): total surface of the model except boundary conditions; river/2: surface where it rains
friction_coefficient 0.000000
friction_model 2
gravity_slope 0.000000 <double*0.>maximum slope for hillslopes
grid_diagonal 0 <int*0>Determines how EROS weigthts the diagonals when calculating the Manning time scale (should be removed once fixed). 0: the pixel width is constant; 1: the width decreases in diagonals
grid_diffusion 4.000000 <double*4.0>Diffusion coefficient for choosing the downstream direction from a set of velocity values.
groundwater_cfl 0.250000 <double*0.25>CFL coefficients for solving the groundwater diffusive equation
groundwater_diffusivity 10000000.000000
groundwater_epsilon 0.000000
groundwater_infiltration 0.000000
groundwater_porosity 0.100000
groundwater_tide -9999.000000
help parameters
hydraulic_model 0
infiltration_rate 0.000000
inflow -1.000000 <double*-1>Sets the total water discharge provided to the model with a spatial distribution (i.e., probability) given by the rainfall map
input_name EROS
input_sediment_concentration 0.000000
input_sediment_equilibrium 0
input_sediment_fluctuations 0.000000
isostatic_factor 0.000000
isostatic_length 1.000000
isostatic_offset 0.000000
landslide_cohesion_(m) 0.000000 <double>cohesion in meter
landslide_dynamic_slope 0.150000 <double>dynamic friction slope
landslide_friction_angle 0.523600 <double>friction angle in radian
landslide_runout_diffusion_coefficient 1.000000 <double>Coefficient D that defines the probability P of landslide runout to move in one or another direction (P is proportional to the local slope to the power D)
landsliding 0 <int>a flag to know if landsliding is on (1:on, 0:off)
lateral_deposition_coefficient|fluvial 0.000000
lateral_deposition_coefficient|hillslope 0.000000
lateral_deposition_model 1
lateral_erosion_coefficient|fluvial 0.000000
lateral_erosion_coefficient|hillslope 0.000000
lateral_erosion_inbend 1.000000 <double*1.>erosion coefficient for inbed directions
lateral_erosion_max|fluvial 10000000000.000000
lateral_erosion_max|hillslope 10000000000.000000
lateral_erosion_model 1 <constant,bedslope*>model of lateral erosion= constant/0: prop. to bed erosion; bedslope/1(default): prop. to bed erosion by bank slope; 2: prop. to bed erosion by flow heigth (q^0.5); 3: prop. to bed erosion by bank slope by flow heigth (q^0.5)
lateral_erosion_outbend 1.000000 <double*1.>erosion coefficient for outbed directions
lateral_erosion_straight 1.000000 <double*1.>erosion coefficient for straight directions
lateral_neighbor_number 1
mode 0
mode_stage -1
model 0 <eros*,floodos,fast_floodos>type of model to run= 0/eros (default); 1/floodos
nowrite 2097175
particle_initial_distance 0
particle_injection_final_time 0.000000
particle_injection_starting_time 0.000000
particle_number 0
particle_trapping_distance 3
pause 0
point
poisson_coefficient 5 <int*5>The Poisson coefficient (k) is used to calculate discharge: Q=k*(precipiton volume)/dtk; his is the time interval between the current precipiton and the previous k-th precipiton.
precipiton_lakes -1
precipiton_steps_maximum -1
precipiton_volume_maximum 2.000000
print 0 <none*,mass_balance>specify the extra parameters that will be printed during the run
printtu 1 <int*1>sets the reccurrence interval between two screen prints (default=1TU)
process_transition_model -1 <unique*,flow,area,max>set the transition between erosion processes= 0/unique: a unique process=fluvial; 1/flow: a critical flow with value (e.g., process_model=flow:1e4); 2/area: a critical area with value; 3/max:3/max: the most efficient process regarding to erosion rates
process_transition_value -1.000000 <double>set the transition value (obsolete, should be done by process_model)
rainfall_multiplier 1.000000 <double*1.>multiplication coefficient for the rainfall map
random_seed -1 <int*-1>seed for the random generator. When it is equal to -1 (the default value), the seed is chosen randomly by the computer
sea_level -9999.000000 <double*-9999>sealevel applied during the run. Can also be fixed from time to time by a sealevel file.
sediment_density 2000.000000
sediment_erodibility|fluvial 0.000000
sediment_erodibility|hillslope 0.000000
sediment_grain_size|fluvial -1.000000 <double>Sediment grain size (used to calculate Shields parameters and critical stress
sediment_grain_size|hillslope -1.000000 <double>Sediment grain size (used to calculate Shields parameters and critical stress
sediment_overefficiency|fluvial -1.000000
sediment_overefficiency|hillslope -1.000000
sediment_shields_parameter|fluvial -1.000000 <double>Sediment Shields parameter
sediment_shields_parameter|hillslope -1.000000 <double>Sediment Shields parameter
sediment_threshold|fluvial 0.000000
sediment_threshold|hillslope 0.000000
smooth_coef 0.980000 <double*0.98>smoothing parameter associated to the smoothing function
smooth_function 0 <no*,linear,quadratic,exponential,log,harmonic>smoothing function to calculate time averages
splash_coefficient 0.000000 <double*0.>hillslope splash diffusion coefficient in [length]/[time]
stationary_max 5
stationary_mode 0
stationary_volume 0.000000
stress_model 1 <rghs or rgqs>fix the way to calculate stress with two options. If rghs(or 0), stress = rho*g*h*s; if rgqs(or 1), stress= rho*g*q^m*s^n with m and n dependent on the friction model
strike-slip_line 0.000000
strike-slip_rate 0.000000
strike-slip_sense 0
threads -1 <int*-1>maximum number of threads used by Eros
thrust_angle_(in_degrees) 0.000000
thrust_length 0.000000
thrust_position 0.000000
thrust_rate 0.000000
thrust_sense 0
thrust_uplift 0.000000
thrust_width 0.000000
time_begin 0.000000 <double>starting time (excluding the init phase)
time_draw -1.000000
time_end -1.000000 <double>final time
time_extension 1.000000 <double>time extension = ratio between the (event-based) hydraulic time and the geomorphic time
time_init 0.000000
time_init_begin 0.000000 <double> volume at the beginning of the water level initialization phase given as a ratio of time:step
time_init_end 0.000000 <double> volume at the end of the water level initialization phase given as a ratio of time:step
time_init_op 0 <op>the way the step is decreased (*: logarithmically, +: arithmetically)
time_init_step 0.000000 <double>number of step to decrease the precipiton volume by a factor of 10 in the initialization phase
time_init_tu 1 <int>the number of TU before changing the precipiton volume during the initialization stage
time_step -1.000000 <double>time step or precipiton volume during calculation - time:step=XXX:option, the option can be time, volume, TU or hydro
time_step_max -1.000000 <double>largest time step or precipiton volume during calculation
time_step_min -1.000000 <double>smallest time step or precipiton volume during calculation
time_unit 1.000000 <double*1.>unit for time scale, if the time scale of model parameters is different from that recorder
topographic_noise 0.000000
trace_begin -1.000000
trace_end -1.000000
trace_format 0 <int*0>format of the precipiton trace file= 0/text/txt; 1/bin/binary
trace_step -1.000000
tu_coefficient 1.000000 <double*1.>sets the number of rain pixels sampled during 1 TU
TU_coefficient=val:option with option: grid(=default), min, or median
tu_mode 0 Tells if the TU_number is constant during the simulation (=constant/0) or varies to maintain a constant rainfall volume (=volume/1)
tu_surface -1 The cell number reference that defines TU: grid, rain, rain_min, rain_median
undersea_coefficient 0.000000 <double*0.>deposition coefficient applied to the deposition length for precipiton below sea level (length*=coef). If 0 (default value), no deposition occurs and the precipiton stops.
update_epsilon 0.000000 <double*0.>coef that fixes the smallest time lapse required to update flow
uplift_multiplier -9999.000000
uplift_point 0
write 2097175
Hope you are happy with Eros
\ No newline at end of file
PRODUCT: RIVER.lab/Eros
VERSION: 7.0.6
Floodos-Eros: 2d hydrodynamic code with advanced landscape evolution model, part of the RIVER.lab platform
Copyright (c) 1998-2020 Philippe Davy, CNRS (Centre National de la Recherche Scientifique)
PROGRAM: eros7.exe
VERSION: 7.0.6.d1e0baf114dbfdb300c3323d59acbb841a93bf51
COMMIT : 2020-03-14 15:10:50
ARGUMENTS: help=1
//------------------------------------------------
// Program arguments
//------------------------------------------------
[command] help=1 variables:[help = 1]
//------------------------------------------------
// Set parameter values
//------------------------------------------------
[VALID] help=1
//------------------------------------------------
EROS parameter list
//------------------------------------------------
e.g., parameter = default_value
amplitude_of_climatic_variations = 0.000000
arg =
boundary = 0
boundary_sea = 0
climate =
climatic_frequency = 0.000000
climatic_mean = 1.000000
climatic_tendency = 0.000000
config = EROS
continue = -1
# continue a simulation from a given stage 'continue=stage'
dat =
default_factor = 1.000000
default_max = 20
default_min = -1
default_model = 0
deposition_model = 1
diagonal_link = 0
diagonal_width_reduction = 0
diffusion_coefficient = 2.000000
dir =
dir_input =
erode =
erode_sed =
erosion_limiter = 0.000000
erosion_limiter_coefficient = 10.000000
erosion_model = 1
fictious_area = 1.000000
flood_model = 1
flow_boundary = 0
flow_boundary_depth = -1.000000
flow_depth_constant = 1.000000
flow_inertia_coefficient = 0.000000
flow_only = 1
fluvial_basement_erodability = 0.000000
fluvial_basement_threshold = 0.000000
fluvial_critical_shields_parameter = 0.047000
fluvial_deposition_length_threshold = 0.000000
fluvial_erodability = 0.000000
fluvial_flow_exponent_of_river_width = 0.000000
fluvial_flow_exponent_of_transfert_length = 0.000000
fluvial_flow_width = 0.000000
fluvial_grain = -1.000000
fluvial_lateral_deposition_coefficient = 0.000000
fluvial_lateral_erosion_coefficient = 0.000000
fluvial_lateral_erosion_max = 10000000000.000000
fluvial_maximum_transfer_length = 340282346638528859811704183484516925440.000000
fluvial_minimum_transfer_length = 0.000000
fluvial_power_exponent_for_discharge = 1.000000
fluvial_power_exponent_for_slope = 1.000000
fluvial_river-to-bed_transfert_length = 1.000000
fluvial_sediment_overefficiency = -1.000000
fluvial_sediment_threshold = 0.000000
fluvial_shields_parameter = -1.000000
fluvial_stress_exponent = 1.000000
flux =
flux_area = -1.000000
flux_averaging = 20
flux_scaling = 2
friction_coefficient = 0.000000
friction_model = 2
gravity_slope = 0.000000
groundwater =
groundwater_diffusivity = 10000000.000000
groundwater_epsilon = 0.000100
groundwater_infiltration = 0.000000
groundwater_porosity = 0.100000
groundwater_tide = -9999.000000
help = 1
hillslope_basement_erodability = 0.000000
hillslope_basement_threshold = 0.000000
hillslope_critical_shields_parameter = 0.047000
hillslope_deposition_length_threshold = 0.000000
hillslope_erodability = 0.000000
hillslope_flow_exponent_of_river_width = 0.000000
hillslope_flow_exponent_of_transfert_length = 0.000000
hillslope_flow_width = 0.000000
hillslope_grain = -1.000000
hillslope_lateral_deposition_coefficient = 0.000000
hillslope_lateral_erosion_coefficient = 0.000000
hillslope_lateral_erosion_max = 10000000000.000000
hillslope_maximum_transfer_length = 340282346638528859811704183484516925440.000000
hillslope_minimum_transfer_length = 0.000000
hillslope_power_exponent_for_discharge = 1.000000
hillslope_power_exponent_for_slope = 1.000000
hillslope_river-to-bed_transfert_length = 1.000000
hillslope_sediment_overefficiency = -1.000000
hillslope_sediment_threshold = 0.000000
hillslope_shields_parameter = -1.000000
hillslope_stress_exponent = 1.000000
hum =
hydraulic_model = 0
inbend_erosion_coefficient = 1.000000
infiltration =
infiltration_rate = 0.000000
inflow = -1.000000
initial_sediment_stock = 0.000000
injected_particle_number = 0
input_mode = 0
# discontinued
input_name = EROS
isostatic_factor = 0.000000
isostatic_length = 1.000000
isostatic_offset = 0.000000
lakes = -1
landslide_cohesion_(m) = 0.000000
landslide_dynamic_slope = 0.150000
landslide_friction_angle = 0.523600
landslide_runout_diffusion_coefficient = 1.000000
landsliding = 0
lateral_deposition_model = 0
lateral_erosion_function = 0
lateral_erosion_model = 0
lateral_neighbor_number = 1
manning =
max_diffusivity_coef = 0.250000
maximum_precipiton_parameter = 2.000000
maximum_precipiton_steps = -1
mode_of_process_change_with_rain = -1
nowrite = 23
outbend_erosion_coefficient = 1.000000
output_file = EROS
particle_initial_distance = 0
particle_injection_final_time = 0.000000
particle_injection_starting_time = 0.000000
particle_trapping_distance = 3
pause = 0
periodic = 0
point =
poisson_coefficient = 4
print_mass_balance = 0
print_tu = 1
rain =
rainfall = 1.000000
recharge = 0
sea_level = -9999.000000
seallevel =
season_recurrence_time = 0.000000
sed =
sediment_density = 2000.000000
sediment_equilibrium = 0
sediment_stock_standard_deviation = 0.000000
seed = -1
semiperiodic = 0
si = 1
slope_erosion_model = 1
smooth_coef = 0.980000
smooth_function = 0
splash_coefficient = 0.000000
stage =
start_from = -1
# start a previous simulation from a given stage
start_from_scratch = -1
stationary_max = 5
stationary_mode = 0
stationary_volume = 0.000000
straight_erosion_coefficient = 1.000000
strike-slip_line = 0.000000
strike-slip_rate = 0.000000
strike-slip_sense = 0
tectonic_uplift_rate = 0.000000
threshold =
threshold_sed =
thrust_angle_(in_degrees) = 0.000000
thrust_length = 0.000000
thrust_position = 0.000000
thrust_sense = 0
thrust_width = 0.000000
thrusting_rate = 0.000000
thrusting_uplift = 0.000000
time_begin = 0.000000
time_draw = -1.000000
time_end = -1.000000
time_init = 0.000000
time_step = -1.000000
# define the time step with time:step=XXX:option, the option can be time, volume or TU
time_step_max = -1.000000
time_step_min = -1.000000
time_step_op = 0
topo =
topographic_noise = 0.000000
trace_begin = -1.000000
trace_end = -1.000000
trace_step = -1.000000
transition_area = -1.000000
transition_flux = -1.000000
tu_coefficient = 1.000000
undersea_coefficient = 0.000000
update_epsilon = 0.000000
uplift =
water =
wet_season_duration = 1.000000
wet_season_rainfall = 1.000000
where_is_tectonic_uplift = 0
write = 23
writing_mode = 0
Hope you were happy with Eros
\ No newline at end of file
PRODUCT: RIVER.lab/Eros
VERSION: 7.3.74M
Floodos-Eros: 2d hydrodynamic code with advanced landscape evolution model, part of the RIVER.lab platform
Copyright (c) 1998-2020 Philippe Davy, CNRS (Centre National de la Recherche Scientifique)
PROGRAM: eros7.3.exe
VERSION: 7.3.74.1be26006be970cb4e920b8870ce3e7dbc2bfb6d2
COMMIT : 2020-12-02 22:40:36
ARGUMENTS: help=1
//------------------------------------------------
// Program arguments
//------------------------------------------------
[command] help=1 variables:[help = 1]
//------------------------------------------------
// Set parameter values
//------------------------------------------------
[VALID] help=1
//------------------------------------------------
EROS parameter list
//------------------------------------------------
e.g., parameter = default_value
arg =
basement_erodability_fluvial = 0.000000
basement_erodability_hillslope = 0.000000
basement_grain_size_fluvial = -1.000000
# <double>: Basement grain size (used to calculate Shields parameters and critical stress
basement_grain_size_hillslope = -1.000000
# <double>: Basement grain size (used to calculate Shields parameters and critical stress
basement_shields_parameter_fluvial = -1.000000
# <double>: Basement Shields parameter
basement_shields_parameter_hillslope = -1.000000
# <double>: Basement Shields parameter
basement_threshold_fluvial = 0.000000
basement_threshold_hillslope = 0.000000
boundary = 0
boundary_sea = 0
boundary_sediment_equilibrium = 0
boundary_sediment_fluctuations = 0.000000
boundary_sediment_input = 0.000000
climate_frequency = 0.000000
climate_mean = 1.000000
climate_trend = 0.000000
climate_variation_amplitude = 0.000000
continue = -1
# <int>continue a simulation from a given stage 'continue=stage'
dat =
default_max = 20
default_min = -1
default_model = 0
default_op = 0
default_step = 1.000000
deposition_length_fluvial = 1.000000
deposition_length_hillslope = 1.000000
deposition_length_threshold_fluvial = 0.000000
deposition_length_threshold_hillslope = 0.000000
deposition_model = 1
diagonal_link = 0
diagonal_width_reduction = 0
diffusion_coefficient = 2.000000
dir =
dir_input =
erosion_limiter = 0.000000
erosion_limiter_coefficient = 10.000000
erosion_model = 3
fictious_area = 1.000000
file_climate =
file_config = EROS
file_erode =
file_erode_sed =
file_groundwater =
file_hum =
file_infiltration =
file_manning =
file_output = EROS
file_rain =
file_seallevel =
file_sediment =
file_threshold =
file_threshold_sed =
file_topo =
file_uplift =
file_water =
flow_boundary = 0
# <int>Define how the water depth is calculated at the model boundaries: 0/constant, 1/topographic_slope/topo_slope, 2/free/same as the upstream cell
flow_boundary_depth = -1.000000
flow_depth_constant = 1.000000
flow_exponent_of_river_width_fluvial = 0.000000
flow_exponent_of_river_width_hillslope = 0.000000
flow_exponent_of_transfert_length_fluvial = 0.000000
flow_exponent_of_transfert_length_hillslope = 0.000000
flow_inertia_coefficient = 0.000000
flow_model = 1
flow_width_fluvial = 0.000000
flow_width_hillslope = 0.000000
flux =
flux_area = -1.000000
flux_averaging = 20
flux_scaling = 2
friction_coefficient = 0.000000
friction_model = 2
gravity_slope = 0.000000
groundwater_diffusivity = 10000000.000000
groundwater_epsilon = 0.000100
groundwater_infiltration = 0.000000
groundwater_porosity = 0.100000
groundwater_tide = -9999.000000
help = 1
hydraulic_model = 0
infiltration_rate = 0.000000
inflow = -1.000000
# The total inflow provided to the model according to a probability given by the rainfall map
injected_particle_number = 0
input_mode = 0
# discontinued
input_name = EROS
isostatic_factor = 0.000000
isostatic_length = 1.000000
isostatic_offset = 0.000000
landslide_cohesion_(m) = 0.000000
# <double>cohesion in meter
landslide_dynamic_slope = 0.150000
# <double>dynamic friction slope
landslide_friction_angle = 0.523600
# <double>friction angle in radian
landslide_runout_diffusion_coefficient = 1.000000
# <double>Coefficient D that defines the probability P of landslide runout to move in one or another direction (P is proportional to the local slope to the power D)
landsliding = 0
# <int>a flag to know if landsliding is on (1:on, 0:off)
lateral_deposition_coefficient_fluvial = 0.000000
lateral_deposition_coefficient_hillslope = 0.000000
lateral_deposition_model = 1
lateral_erosion_coefficient_fluvial = 0.000000
lateral_erosion_coefficient_hillslope = 0.000000
lateral_erosion_function = 0
lateral_erosion_inbend = 1.000000
lateral_erosion_max_fluvial = 10000000000.000000
lateral_erosion_max_hillslope = 10000000000.000000
lateral_erosion_model = 0
lateral_erosion_outbend = 1.000000
lateral_erosion_straight = 1.000000
lateral_neighbor_number = 1
max_diffusivity_coef = 0.250000
maximum_transfer_length_fluvial = 340282346638528859811704183484516925440.000000
maximum_transfer_length_hillslope = 340282346638528859811704183484516925440.000000
minimum_transfer_length_fluvial = 0.000000
minimum_transfer_length_hillslope = 0.000000
mode_of_process_change_with_rain = -1
model = 0
nowrite = 1048599
particle_initial_distance = 0
particle_injection_final_time = 0.000000
particle_injection_starting_time = 0.000000
particle_trapping_distance = 3
pause = 0
periodic = 0
point =
poisson_coefficient = 4
power_exponent_for_discharge_fluvial = 1.000000
power_exponent_for_discharge_hillslope = 1.000000
power_exponent_for_slope_fluvial = 1.000000
power_exponent_for_slope_hillslope = 1.000000
precipiton_lakes = -1
precipiton_steps_maximum = -1
precipiton_volume_maximum = 2.000000
print_mass_balance = 0
print_tu = 1
rainfall_multiplier = 1.000000
# The rainfall is the rain quantity per unit surface. It is the product of the rain map and of the rainfall multiplier
recharge = 0
sea_level = -9999.000000
sediment_density = 2000.000000
sediment_erodability_fluvial = 0.000000
sediment_erodability_hillslope = 0.000000
sediment_grain_size_fluvial = -1.000000
# <double>: Sediment grain size (used to calculate Shields parameters and critical stress
sediment_grain_size_hillslope = -1.000000
# <double>: Sediment grain size (used to calculate Shields parameters and critical stress
sediment_overefficiency_fluvial = -1.000000
sediment_overefficiency_hillslope = -1.000000
sediment_shields_parameter_fluvial = -1.000000
# <double>: Sediment Shields parameter
sediment_shields_parameter_hillslope = -1.000000
# <double>: Sediment Shields parameter
sediment_stress_exponent_fluvial = 1.000000
sediment_stress_exponent_hillslope = 1.000000
sediment_threshold_fluvial = 0.000000
sediment_threshold_hillslope = 0.000000
seed = -1
semiperiodic = 0
shields_critical_fluvial = 0.047000
shields_critical_hillslope = 0.047000
slope_erosion_model = 1
smooth_coef = 0.980000
smooth_function = 0
splash_coefficient = 0.000000
stage =
start_from = -1
# <int>start a previous simulation from a given stage
start_from_scratch = -1
stationary_max = 5
stationary_mode = 0
stationary_volume = 0.000000
strike-slip_line = 0.000000
strike-slip_rate = 0.000000
strike-slip_sense = 0
tectonic_uplift_rate = 0.000000
thrust_angle_(in_degrees) = 0.000000
thrust_length = 0.000000
thrust_position = 0.000000
thrust_sense = 0
thrust_width = 0.000000
thrusting_rate = 0.000000
thrusting_uplift = 0.000000
time_begin = 0.000000
# <double>starting time (excluding the init phase)
time_draw = -1.000000
time_end = -1.000000
# <double>final time
time_erosion_multiplier = 1.000000
# <double>multiplying factor for erosion rates. Equivalent to consider an "erosion time" larger than the hydrodynamic time
time_init = 0.000000
time_init_begin = 0.000000
# <double>time step or precipiton volume at the beginning of the init phase
time_init_end = 0.000000
# <double>time step or precipiton volume to reach at the end of the init phase
time_init_op = 0
# <op>the way in which the time step or precipiton volume is changed between two successive stages (+ or *
time_init_step = 0.000000
# <double>change in time step or precipiton volume after each stage of the init phase
time_init_tu = 1
# <int>duration of each phase of the init phase in TU units
time_step = -1.000000
# <double>time step or precipiton volume during calculation - time:step=XXX:option, the option can be time, volume or TU
time_step_max = -1.000000
# <double>largest time step or precipiton volume during calculation
time_step_min = -1.000000
# <double>smallest time step or precipiton volume during calculation
time_unit = 1.000000
# <double>unit for time scale. #1 if the time scale of model parameters is different from that recorder
topographic_noise = 0.000000
trace_begin = -1.000000
trace_end = -1.000000
trace_step = -1.000000
transition_area = -1.000000
transition_flux = -1.000000
tu_coefficient = 1.000000
undersea_coefficient = 0.000000
update_epsilon = 0.000000
wet_season_duration = 1.000000
wet_season_rainfall = 1.000000
wet_season_recurrence_time = 0.000000
where_is_tectonic_uplift = 0
write = 1048599
writing_mode = 0
Hope you were happy with Eros
D:\SynologyDrive\erosmatlabinterface\bin>
\ No newline at end of file
0% Loading or .
You are about to add 0 people to the discussion. Proceed with caution.
Finish editing this message first!
Please register or to comment