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PCRaster script
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sbegueria authored Sep 22, 2017
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14 changes: 7 additions & 7 deletions massmov2d_v091.mod
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# nally the model used fractional time steps which vary depending on the
# flow characteristics, based on the Courant-Friedrichs-Levy condition.
# More details on the implementation of MassMov2D can be found on:
# Beguería S., Van Asch T.W.J., Malet J.P., Grondahl S. (2009), A GIS-based
# Beguería S., Van Asch T.W.J., Malet J.P., Grondahl S. (2009), A GIS-based
# numerical model for simulating the kinematics of mud, debris flows over
# complex terrain. Natural Hazards and Earth System Sciences 9, 1897-1909.

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# quential damages arising in any way out of the use of this software.

# License
# MassMov2D is copyright © 2006-2011 of Santiago Begueria-Portugues.
# MassMov2D is copyright © 2006-2011 of Santiago Begueria-Portugues.
# Some rights reserved
# BY NC SA - This work is distributed under an 'Attribution Non-Commercial
# Share Alike' license. This means that anyone is allowed to use it and build
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Rho = scalar($2); # Density of the df (kg.m-3)
YieldStress = scalar($3); # Apparent yield stress (Pa), for Bingham
Visco = scalar($4); # Bingham viscosity (Pa.s), for Bingham and Coulomb
Chezy = scalar($4); # Chézy roughness coefficient (m.s-2), for Voellmy
Chezy = scalar($4); # Chézy roughness coefficient (m.s-2), for Voellmy
HBExp = 1; # Herschel-Bulkley exponent (=1 for Bingham)
Friction = scalar($5); # Angle of friction basal (º)
IntFriction = scalar($6); # Angle of internal friction (º)
Friction = scalar($5); # Angle of friction basal (º)
IntFriction = scalar($6); # Angle of internal friction (º)

# Inlet boundary condition:
# Only for landslides: rate of fluidization of the failed mass
Fluidrate = scalar($7); # Transition from solid to fluid (m.s-1)
Fluidrate = scalar($7); # Transition from solid to fluid (m.s-1)

# Timestep control
dT = 1; # Timeslice (seconds)
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#report maxvh.tss = mapmaximum(Vel*H); # maximum d.f. momentum (m.m.s-1)
#report maxq.tss = mapmaximum(q); # maximum d.f. discharge (m3.s-1)
#report cfl.tss = CFLmax; # maximum Courant condition value
#report loops.tss = n; # nº intern loops whithin timestep
#report loops.tss = n; # nº intern loops whithin timestep
#report vol.tss = Vol_actual; # total volume (m3)
#report volexp.tss = Vol_expect; # expected volume (m3)
#report massbal.tss = MassBalError; # mass balance error (m3.m-3)
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