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
\(T_b\) is the ice temperature, and \(T_m\) is the pressure-melting temperature. The constant \(C_b\) and exponents \(p\) and \(q\) are tuning parameters.
The particular form implemented in PISM comes from equation 5 in [71]:
Variable |
Meaning |
---|---|
\(H\) |
ice thickness |
\(h\) |
ice surface elevation |
\(n\) |
flow law exponent |
\(g\) |
acceleration due to gravity |
\(\rho\) |
ice density |
\(N\) |
ice overburden pressure, \(N = \rho g H\) |
\(P\) |
basal water pressure |
\(A_s\) |
sliding parameter |
\(\beta_c\) |
“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: \(P = k N\). This simplifies (5) to
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 \(A_s\), respectively. Default
values come from [71].
Parameters¶
Prefix: stress_balance.weertman_sliding.
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