Weertman-style sliding law

Warning

This kind of sliding is, in general, a bad idea. We implement it to simplify comparisons of the “hybrid” model mentioned above to older studies using this parameterization.

The “Weertman-type sliding law” ([55], equations 5.35 and 5.91) has the form

us={0,Tb<Tm,Cb(ρgH)pq|h|p1h,Tb=Tm,

Tb is the ice temperature, and Tm is the pressure-melting temperature. The constant Cb and exponents p and q are tuning parameters.

The particular form implemented in PISM comes from equation 5 in [71]:

(6)us=2Asβc(ρgH)nNP|h|n1h.
Table 12 Notation used in (6)

Variable

Meaning

H

ice thickness

h

ice surface elevation

n

flow law exponent

g

acceleration due to gravity

ρ

ice density

N

ice overburden pressure, N=ρgH

P

basal water pressure

As

sliding parameter

βc

“constriction parameter” capturing the effect of valley walls on the flow; set to 1 in this implementation

We assume that the basal water pressure is a given constant fraction of the overburden pressure: P=kN. This simplifies (6) to

us=2As1k(ρgH|h|)n1h.

This parameterization is used for grounded ice where the base of the ice is temperate.

To enable, use -stress_balance weertman_sliding (this results in constant-in-depth ice velocity) or -stress_balance weertman_sliding+sia to use this parameterization as a sliding law with the deformational flow modeled using the SIA model.

Use configuration parameters stress_balance­.weertman_sliding­.k and stress_balance­.weertman_sliding­.A to set k and As, respectively. Default values come from [71].

Parameters

Prefix: stress_balance.weertman_sliding.

  1. A (1.8e-16 Pa^-3 year^-1 m^-2) Sliding parameter in the Weertman-style sliding parameterization [71]

  2. k (0.2) The ratio of the basal water pressure and the ice overburden pressure in the Weertman-style sliding parameterization.


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