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
The particular form implemented in PISM comes from equation 5 in [71]:
Variable |
Meaning |
---|---|
ice thickness |
|
ice surface elevation |
|
flow law exponent |
|
acceleration due to gravity |
|
ice density |
|
ice overburden pressure, |
|
basal water pressure |
|
sliding parameter |
|
“constriction parameter” capturing the effect of valley walls on the flow;
set to |
We assume that the basal water pressure is a given constant fraction of the overburden
pressure:
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
Parameters¶
Prefix: stress_balance.weertman_sliding.
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