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\usepackage{subfigure} |
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\usepackage[round,comma]{natbib} |
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\bibliographystyle{bib/agu04} |
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\frac{\partial{u_{i}}}{\partial{x_{j}}} + |
\frac{\partial{u_{i}}}{\partial{x_{j}}} + |
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\frac{\partial{u_{j}}}{\partial{x_{i}}}\right). |
\frac{\partial{u_{j}}}{\partial{x_{i}}}\right). |
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\end{equation*} |
\end{equation*} |
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The pressure $P$, a measure of ice strength, depends on both thickness |
The maximum ice pressure $P_{\max}$, a measure of ice strength, depends on |
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$h$ and compactness (concentration) $c$: |
both thickness $h$ and compactness (concentration) $c$: |
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\begin{equation} |
\begin{equation} |
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P = P^{*}c\,h\,e^{[C^{*}\cdot(1-c)]}, |
P_{\max} = P^{*}c\,h\,e^{[C^{*}\cdot(1-c)]}, |
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\label{icestrength} |
\label{icestrength} |
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\end{equation} |
\end{equation} |
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with the constants $P^{*}$ and $C^{*}$. The nonlinear bulk and shear |
with the constants $P^{*}$ and $C^{*}$. The nonlinear bulk and shear |
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stress lie on an elliptical yield curve with the ratio of major to |
stress lie on an elliptical yield curve with the ratio of major to |
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minor axis $e$ equal to $2$; they are given by: |
minor axis $e$ equal to $2$; they are given by: |
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\begin{align*} |
\begin{align*} |
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\zeta =& \frac{P}{2\Delta} \\ |
\zeta =& \min\left(\frac{P_{\max}}{2\max(\Delta,\Delta_{\min})}, |
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\eta =& \frac{P}{2\Delta{e}^2} \\ |
\zeta_{\max}\right) \\ |
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|
\eta =& \frac{\zeta}{e^2} \\ |
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\intertext{with the abbreviation} |
\intertext{with the abbreviation} |
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\Delta = & \left[ |
\Delta = & \left[ |
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\left(\dot{\epsilon}_{11}^2+\dot{\epsilon}_{22}^2\right) |
\left(\dot{\epsilon}_{11}^2+\dot{\epsilon}_{22}^2\right) |
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2\dot{\epsilon}_{11}\dot{\epsilon}_{22} (1-e^{-2}) |
2\dot{\epsilon}_{11}\dot{\epsilon}_{22} (1-e^{-2}) |
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\right]^{-\frac{1}{2}} |
\right]^{-\frac{1}{2}} |
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\end{align*} |
\end{align*} |
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The bulk viscosities are bounded above by imposing both a minimum |
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$\Delta_{\min}=10^{-11}\text{\,s}^{-1}$ (for numerical reasons) and a |
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maximum $\zeta_{\max} = P_{\max}/\Delta^*$, where |
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$\Delta^*=(5\times10^{12}/2\times10^4)\text{\,s}^{-1}$. For stress |
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tensor compuation the replacement pressure $P = 2\,\Delta\zeta$ |
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\citep{hibler95} is used so that the stress state always lies on the |
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elliptic yield curve by definition. |
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In the current implementation, the VP-model is integrated with the |
In the current implementation, the VP-model is integrated with the |
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semi-implicit line successive over relaxation (LSOR)-solver of |
semi-implicit line successive over relaxation (LSOR)-solver of |
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\citet{zhang98}, which allows for long time steps that, in our case, |
\citet{zhang98}, which allows for long time steps that, in our case, |
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effective thickness and meridional velocity fields. The velocity field |
effective thickness and meridional velocity fields. The velocity field |
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appears to be a little noisy. This noise has been address by |
appears to be a little noisy. This noise has been address by |
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\citet{hunke01}. It can be dealt with by reducing EVP's internal time |
\citet{hunke01}. It can be dealt with by reducing EVP's internal time |
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step (increasing the number of iterations) or by regularizing the bulk |
step (increasing the number of iterations along with the computational |
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and shear viscosities. We revisit the latter option by reproducing the |
cost) or by regularizing the bulk and shear viscosities. We revisit |
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results of \citet{hunke01} for the C-grid no-slip cases. |
the latter option by reproducing some of the results of |
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\citet{hunke01}, namely the experiment described in her section~4, for |
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our C-grid no-slip cases: in a square domain with a few islands the |
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ice model is initialized with constant ice thickness and linearly |
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increasing ice concentration to the east. The model dynamics are |
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forced with a constant anticyclonic ocean gyre and variable |
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atmospheric wind whose mean directed diagnonally to the north-east |
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corner of the domain; ice volume and concentration are held constant |
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(no advection by ice velocity). \reffig{hunke01} shows the ice |
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velocity field, its divergence, and the bulk viscosity $\zeta$ for the |
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cases C-LRSns and C-EVPns, and for a C-EVPns case, where |
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\citet{hunke01}'s regularization has been implemented; compare to |
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Fig.\,4 in \citet{hunke01}. The regularization contraint limits ice |
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strength and viscosities as a function of damping time scale, |
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resolution and EVP-time step, effectively allowing the elastic waves to |
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damp out more quickly \citep{hunke01}. |
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\begin{figure*}[htbp] |
\begin{figure*}[htbp] |
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\includegraphics[width=\widefigwidth]{\fpath/hun12days} |
\includegraphics[width=\widefigwidth]{\fpath/hun12days} |
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\caption{Hunke's test case.} |
\caption{Hunke's test case.} |
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\label{fig:hunke01} |
\label{fig:hunke01} |
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\end{figure*} |
\end{figure*} |
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\begin{itemize} |
In the far right (``east'') side of the domain the ice concentration |
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\item B-grid LSR no-slip |
is close to one and the ice should be nearly rigid. The applied wind |
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\item C-grid LSR no-slip |
tends to push ice toward the upper right corner. Because the highly |
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\item C-grid LSR slip |
compact ice is confinded by the boundary, it resists any further |
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\item C-grid EVP no-slip |
compression and exhibits little motion in the rigid region on the |
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\item C-grid EVP slip |
right hand side. The C-LSRns solution (top row) allows high |
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\end{itemize} |
viscosities in the rigid region suppressing nearly all flow. |
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\citet{hunke01}'s regularization for the C-EVPns solution (bottom row) |
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\subsection{B-grid vs.\ C-grid} |
clearly suppresses the noise present in $\nabla\cdot\vek{u}$ in the |
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Comparison between: |
unregularized case (middle row), at the cost of reduced viscosities |
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\begin{itemize} |
These reduced viscosities lead to small but finite ice velocities |
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\item B-grid, lsr, no-slip |
which in turn can have a strong effect on solutions in the limit of |
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\item C-grid, lsr, no-slip |
nearly rigid regimes (arching and blocking, not shown). |
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\item C-grid, evp, no-slip |
|
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\end{itemize} |
|
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all without ice-ocean stress, because ice-ocean stress does not work |
%\begin{itemize} |
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for B-grid. |
%\item B-grid LSR no-slip |
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%\item C-grid LSR no-slip |
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%\item C-grid LSR slip |
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%\item C-grid EVP no-slip |
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%\item C-grid EVP slip |
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%\end{itemize} |
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%\subsection{B-grid vs.\ C-grid} |
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%Comparison between: |
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%\begin{itemize} |
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%\item B-grid, lsr, no-slip |
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%\item C-grid, lsr, no-slip |
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%\item C-grid, evp, no-slip |
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%\end{itemize} |
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%all without ice-ocean stress, because ice-ocean stress does not work |
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%for B-grid. |
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\subsection{C-grid} |
\subsection{C-grid} |
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\begin{itemize} |
\begin{itemize} |
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We thank Jinlun Zhang for providing the original B-grid code and many |
We thank Jinlun Zhang for providing the original B-grid code and many |
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helpful discussions. |
helpful discussions. |
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\bibliography{bib/journal_abrvs,bib/seaice,bib/genocean,bib/maths,bib/mitgcmuv,bib/fram} |
%\bibliography{bib/journal_abrvs,bib/seaice,bib/genocean,bib/maths,bib/mitgcmuv,bib/fram} |
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\bibliography{journal_abrvs,seaice,genocean,maths,mitgcmuv,bib/fram} |
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\end{document} |
\end{document} |
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