manus_continuum_granular1

manuscript files for first continuum-till paper
git clone git://src.adamsgaard.dk/manus_continuum_granular1
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commit c0c8ccc75dc0529e5d27c5670c010d3204578646
parent b370569635c2df69eb4bf0ab253efd8ff9e09f85
Author: Anders Damsgaard <anders@adamsgaard.dk>
Date:   Thu, 21 Nov 2019 11:57:39 +0100

Elaborate on driving mode and glacier settings

Diffstat:
Mcontinuum-granular-manuscript1.tex | 10++++++++--
1 file changed, 8 insertions(+), 2 deletions(-)

diff --git a/continuum-granular-manuscript1.tex b/continuum-granular-manuscript1.tex @@ -290,6 +290,13 @@ In rate-\emph{limited} experiments, the iterative procedure is only performed fo \subsection{Simulation setup} Parameter values and their references are listed in Table~\ref{tab:params}. For the first experiment with variable water pressure, we apply a water-pressure forcing amplitude of 50 kPa that modulates effective stress at the top around 100 kPa (Fig.~\ref{fig:stick_slip}). +Deformation of subglacial beds is + +Many simulations are performed under both stress- and rate-controlled shear, which both idealize the driving glacier physics. +Real glacier settings likely fall somewhere in between, depending on how important basal friction is to the overall stress balance. +Stress-controlled conditions approximate a setting where ice flow directly responds to changes in subglacial strain rates. +Whillans Ice Plain, West Antarctica is an example of this setting, where a low surface slope and low driving stress results in stick-slip movement \citep[e.g.][]{Bindschadler2003}. +A rate-controlled setup is the opposite end member, where changes in bed friction do not influence ice flow velocity. \begin{figure*}[htbp] \begin{center} @@ -310,8 +317,7 @@ For the first experiment with variable water pressure, we apply a water-pressure {\scriptsize \begin{tabular}{llllllll} \toprule - Parameter oo2ae - Symbol & Units & DEM particles & Caesar Till & Storglaci\"aren & Two Rivers & WIS \\ + Parameter & Symbol & Units & DEM particles & Caesar Till & Storglaci\"aren & Two Rivers & WIS \\ \midrule Friction coefficient & $\mu_\text{s}$ & -- & $0.404_\text{a}$ & $0.532_\text{}$ & $0.494_\text{b}$ & $0.321_\text{b}$ & 0.443$_\text{c}$ \\ Cohesion & $C$ & kPa & $0_\text{a}$ & $-6.5_\text{}$ & $5.0_\text{b}$ & $14_\text{b}$ & 3.0$_\text{c}$ \\