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\begin{abstract} |
\begin{abstract} |
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As part of ongoing efforts to obtain a best possible synthesis of most |
As part of ongoing efforts to obtain a best possible synthesis of most |
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available, global-scale, ocean and sea ice data, dynamic and thermodynamic |
available, global-scale, ocean and sea ice data, a dynamic and thermodynamic |
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sea-ice model components have been incorporated in the Massachusetts Institute |
sea-ice model has been coupled to the Massachusetts Institute of Technology |
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of Technology general circulation model (MITgcm). Sea-ice dynamics use either |
general circulation model (MITgcm). Ice mechanics follow a viscous plastic |
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a visco-plastic rheology solved with a line successive relaxation (LSR) |
rheology and the ice momentum equations are solved numerically using either |
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technique, reformulated on an Arakawa C-grid in order to match the oceanic and |
line successive relaxation (LSR) or elastic-viscous-plastic (EVP) dynamic |
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atmospheric grids of the MITgcm, and modified to permit efficient and accurate |
models. Ice thermodynamics are represented using either a zero-heat-capacity |
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automatic differentiation of the coupled ocean and sea-ice model |
formulation or a two-layer formulation that conserves enthalpy. The model |
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configurations. |
includes prognostic variables for snow and for sea-ice salinity. The above |
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sea ice model components were borrowed from current-generation climate models |
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but they were reformulated on an Arakawa C-grid in order to match the MITgcm |
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oceanic grid and they were modified in many ways to permit efficient and |
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accurate automatic differentiation. This paper describes the MITgcm sea ice |
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model; it presents example Arctic and Antarctic results from a realistic, |
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eddy-permitting, global ocean and sea-ice configuration; it compares B-grid |
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and C-grid dynamic solvers in a regional Arctic configuration; and it presents |
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example results from coupled ocean and sea-ice adjoint-model integrations. |
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\end{abstract} |
\end{abstract} |
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\section{Introduction} |
\section{Introduction} |
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\label{sec:intro} |
\label{sec:intro} |
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more blabla |
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\section{Model} |
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\label{sec:model} |
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Traditionally, probably for historical reasons and the ease of |
Traditionally, probably for historical reasons and the ease of |
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treating the Coriolis term, most standard sea-ice models are |
treating the Coriolis term, most standard sea-ice models are |
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discretized on Arakawa-B-grids \citep[e.g.,][]{hibler79, harder99, |
discretized on Arakawa-B-grids \citep[e.g.,][]{hibler79, harder99, |
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sea-ice model and a C-grid ocean model. While the smoothing implicitly |
sea-ice model and a C-grid ocean model. While the smoothing implicitly |
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associated with this interpolation may mask grid scale noise, it may |
associated with this interpolation may mask grid scale noise, it may |
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in two-way coupling lead to a computational mode as will be shown. By |
in two-way coupling lead to a computational mode as will be shown. By |
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choosing a C-grid for the sea-ice model, we circumvene this difficulty |
choosing a C-grid for the sea-ice model, we circumvent this difficulty |
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altogether and render the stress coupling as consistent as the |
altogether and render the stress coupling as consistent as the |
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buoyancy coupling. |
buoyancy coupling. |
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passage for all types of lateral boundary conditions. We (will) |
passage for all types of lateral boundary conditions. We (will) |
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demonstrate this effect in the Candian archipelago. |
demonstrate this effect in the Candian archipelago. |
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\section{Model} |
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\label{sec:model} |
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\subsection{Dynamics} |
\subsection{Dynamics} |
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\label{sec:dynamics} |
\label{sec:dynamics} |
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The momentum equations of the sea-ice model are standard with |
The momentum equation of the sea-ice model is |
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\begin{equation} |
\begin{equation} |
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\label{eq:momseaice} |
\label{eq:momseaice} |
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m \frac{D\vek{u}}{Dt} = -mf\vek{k}\times\vek{u} + \vtau_{air} + |
m \frac{D\vek{u}}{Dt} = -mf\vek{k}\times\vek{u} + \vtau_{air} + |
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\vtau_{ocean} - m \nabla{\phi(0)} + \vek{F}, |
\vtau_{ocean} - mg \nabla{\phi(0)} + \vek{F}, |
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\end{equation} |
\end{equation} |
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where $\vek{u} = u\vek{i}+v\vek{j}$ is the ice velocity vectory, $m$ |
where $m=m_{i}+m_{s}$ is the ice and snow mass per unit area; |
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the ice mass per unit area, $f$ the Coriolis parameter, $g$ is the |
$\vek{u}=u\vek{i}+v\vek{j}$ is the ice velocity vector; |
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gravity accelation, $\nabla\phi$ is the gradient (tilt) of the sea |
$\vek{i}$, $\vek{j}$, and $\vek{k}$ are unit vectors in the $x$, $y$, and $z$ |
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surface height potential beneath the ice. $\phi$ is the sum of |
directions, respectively; |
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atmpheric pressure $p_{a}$ and loading due to ice and snow |
$f$ is the Coriolis parameter; |
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$(m_{i}+m_{s})g$. $\vtau_{air}$ and $\vtau_{ocean}$ are the wind and |
$\vtau_{air}$ and $\vtau_{ocean}$ are the wind-ice and ocean-ice stresses, |
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ice-ocean stresses, respectively. $\vek{F}$ is the interaction force |
respectively; |
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and $\vek{i}$, $\vek{j}$, and $\vek{k}$ are the unit vectors in the |
$g$ is the gravity accelation; |
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$x$, $y$, and $z$ directions. Advection of sea-ice momentum is |
$\nabla\phi(0)$ is the gradient (or tilt) of the sea surface height; |
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neglected. The wind and ice-ocean stress terms are given by |
$\phi(0)$ is the sea surface height potential in response to ocean dynamics |
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and to atmospheric pressure loading; |
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and $\vek{F}=\nabla\cdot\sigma$ is the divergence of the internal ice stress |
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tensor $\sigma_{ij}$. |
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When using the rescaled vertical coordinate system, z$^\ast$, of |
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\citet{cam08}, $\phi(0)$ also includes a term due to snow and ice loading, $mg$. |
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Advection of sea-ice momentum is neglected. The wind and ice-ocean stress |
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terms are given by |
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\begin{align*} |
\begin{align*} |
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\vtau_{air} =& \rho_{air} |\vek{U}_{air}|R_{air}(\vek{U}_{air}) \\ |
\vtau_{air} = & \rho_{air} C_{air} |\vek{U}_{air} -\vek{u}| |
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\vtau_{ocean} =& \rho_{ocean} |\vek{U}_{ocean}-\vek{u}| |
R_{air} (\vek{U}_{air} -\vek{u}), \\ |
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\vtau_{ocean} = & \rho_{ocean}C_{ocean} |\vek{U}_{ocean}-\vek{u}| |
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R_{ocean}(\vek{U}_{ocean}-\vek{u}), \\ |
R_{ocean}(\vek{U}_{ocean}-\vek{u}), \\ |
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\end{align*} |
\end{align*} |
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where $\vek{U}_{air/ocean}$ are the surface winds of the atmosphere |
where $\vek{U}_{air/ocean}$ are the surface winds of the atmosphere |
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and surface currents of the ocean, respectively. $C_{air/ocean}$ are |
and surface currents of the ocean, respectively; $C_{air/ocean}$ are |
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air and ocean drag coefficients, $\rho_{air/ocean}$ reference |
air and ocean drag coefficients; $\rho_{air/ocean}$ are reference |
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densities, and $R_{air/ocean}$ rotation matrices that act on the |
densities; and $R_{air/ocean}$ are rotation matrices that act on the |
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wind/current vectors. $\vek{F} = \nabla\cdot\sigma$ is the divergence |
wind/current vectors. |
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of the interal stress tensor $\sigma_{ij}$. |
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For an isotropic system this stress tensor can be related to the ice |
For an isotropic system this stress tensor can be related to the ice |
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strain rate and strength by a nonlinear viscous-plastic (VP) |
strain rate and strength by a nonlinear viscous-plastic (VP) |
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$\Delta_{\min}=10^{-11}\text{\,s}^{-1}$ (for numerical reasons) and a |
$\Delta_{\min}=10^{-11}\text{\,s}^{-1}$ (for numerical reasons) and a |
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maximum $\zeta_{\max} = P_{\max}/\Delta^*$, where |
maximum $\zeta_{\max} = P_{\max}/\Delta^*$, where |
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$\Delta^*=(5\times10^{12}/2\times10^4)\text{\,s}^{-1}$. For stress |
$\Delta^*=(5\times10^{12}/2\times10^4)\text{\,s}^{-1}$. For stress |
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tensor compuation the replacement pressure $P = 2\,\Delta\zeta$ |
tensor computation the replacement pressure $P = 2\,\Delta\zeta$ |
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\citep{hibler95} is used so that the stress state always lies on the |
\citep{hibler95} is used so that the stress state always lies on the |
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elliptic yield curve by definition. |
elliptic yield curve by definition. |
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treated explicitly. |
treated explicitly. |
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\citet{hunke97}'s introduced an elastic contribution to the strain |
\citet{hunke97}'s introduced an elastic contribution to the strain |
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rate elatic-viscous-plastic in order to regularize |
rate elastic-viscous-plastic in order to regularize |
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Eq.\refeq{vpequation} in such a way that the resulting |
Eq.\refeq{vpequation} in such a way that the resulting |
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elatic-viscous-plastic (EVP) and VP models are identical at steady |
elastic-viscous-plastic (EVP) and VP models are identical at steady |
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state, |
state, |
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\begin{equation} |
\begin{equation} |
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\label{eq:evpequation} |
\label{eq:evpequation} |
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\dot{\epsilon}_{11}+\dot{\epsilon}_{22}$, and the horizontal tension |
\dot{\epsilon}_{11}+\dot{\epsilon}_{22}$, and the horizontal tension |
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and shearing strain rates, $D_T = |
and shearing strain rates, $D_T = |
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\dot{\epsilon}_{11}-\dot{\epsilon}_{22}$ and $D_S = |
\dot{\epsilon}_{11}-\dot{\epsilon}_{22}$ and $D_S = |
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2\dot{\epsilon}_{12}$, respectively and using the above abbreviations, |
2\dot{\epsilon}_{12}$, respectively, and using the above abbreviations, |
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the equations can be written as: |
the equations can be written as: |
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\begin{align} |
\begin{align} |
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\label{eq:evpstresstensor1} |
\label{eq:evpstresstensor1} |
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$P$ at vorticity points. |
$P$ at vorticity points. |
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For a general curvilinear grid, one needs in principle to take metric |
For a general curvilinear grid, one needs in principle to take metric |
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terms into account that arise in the transformation a curvilinear grid |
terms into account that arise in the transformation of a curvilinear grid |
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on the sphere. However, for now we can neglect these metric terms |
on the sphere. For now, however, we can neglect these metric terms |
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because they are very small on the cubed sphere grids used in this |
because they are very small on the cubed sphere grids used in this |
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paper; in particular, only near the edges of the cubed sphere grid, we |
paper; in particular, only near the edges of the cubed sphere grid, we |
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expect them to be non-zero, but these edges are at approximately |
expect them to be non-zero, but these edges are at approximately |
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cartesian. However, for last-glacial-maximum or snowball-earth-like |
cartesian. However, for last-glacial-maximum or snowball-earth-like |
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simulations the question of metric terms needs to be reconsidered. |
simulations the question of metric terms needs to be reconsidered. |
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Either, one includes these terms as in \citet{zhang03}, or one finds a |
Either, one includes these terms as in \citet{zhang03}, or one finds a |
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vector-invariant formulation fo the sea-ice internal stress term that |
vector-invariant formulation for the sea-ice internal stress term that |
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does not require any metric terms, as it is done in the ocean dynamics |
does not require any metric terms, as it is done in the ocean dynamics |
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of the MITgcm \citep{adcroft04:_cubed_sphere}. |
of the MITgcm \citep{adcroft04:_cubed_sphere}. |
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state variables to be advected by ice velocities, namely enthalphy of |
state variables to be advected by ice velocities, namely enthalphy of |
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the two ice layers and the thickness of the overlying snow layer. |
the two ice layers and the thickness of the overlying snow layer. |
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\section{Funnel Experiments} |
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\label{sec:funnel} |
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For a first/detailed comparison between the different variants of the |
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MIT sea ice model an idealized geometry of a periodic channel, |
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1000\,km long and 500\,m wide on a non-rotating plane, with converging |
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walls forming a symmetric funnel and a narrow strait of 40\,km width |
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is used. The horizontal resolution is 5\,km throughout the domain |
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making the narrow strait 8 grid points wide. The ice model is |
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initialized with a complete ice cover of 50\,cm uniform thickness. The |
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ice model is driven by a constant along channel eastward ocean current |
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of 25\,cm/s that does not see the walls in the domain. All other |
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ice-ocean-atmosphere interactions are turned off, in particular there |
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is no feedback of ice dynamics on the ocean current. All thermodynamic |
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processes are turned off so that ice thickness variations are only |
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caused by convergent or divergent ice flow. Ice volume (effective |
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thickness) and concentration are advected with a third-order scheme |
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with a flux limiter \citep{hundsdorfer94} to avoid undershoots. This |
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scheme is unconditionally stable and does not require additional |
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diffusion. The time step used here is 1\,h. |
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\reffig{funnelf0} compares the dynamic fields ice concentration $c$, |
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effective thickness $h_{eff} = h\cdot{c}$, and velocities $(u,v)$ for |
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five different cases at steady state (after 10\,years of integration): |
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\begin{description} |
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\item[B-LSRns:] LSR solver with no-slip boundary conditions on a B-grid, |
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\item[C-LSRns:] LSR solver with no-slip boundary conditions on a C-grid, |
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\item[C-LSRfs:] LSR solver with free-slip boundary conditions on a C-grid, |
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\item[C-EVPns:] EVP solver with no-slip boundary conditions on a C-grid, |
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\item[C-EVPfs:] EVP solver with free-slip boundary conditions on a C-grid, |
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\end{description} |
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\ml{[We have not implemented the EVP solver on a B-grid.]} |
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\begin{figure*}[htbp] |
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\includegraphics[width=\widefigwidth]{\fpath/all_086280} |
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\caption{Ice concentration, effective thickness [m], and ice |
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velocities [m/s] |
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for 5 different numerical solutions.} |
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\label{fig:funnelf0} |
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\end{figure*} |
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At a first glance, the solutions look similar. This is encouraging as |
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the details of discretization and numerics should not affect the |
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solutions to first order. In all cases the ice-ocean stress pushes the |
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ice cover eastwards, where it converges in the funnel. In the narrow |
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channel the ice moves quickly (nearly free drift) and leaves the |
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channel as narrow band. |
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A close look reveals interesting differences between the B- and C-grid |
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results. The zonal velocity in the narrow channel is nearly the free |
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drift velocity ( = ocean velocity) of 25\,cm/s for the C-grid |
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solutions, regardless of the boundary conditions, while it is just |
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above 20\,cm/s for the B-grid solution. The ice accelerates to |
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25\,cm/s after it exits the channel. Concentrating on the solutions |
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B-LSRns and C-LSRns, the ice volume (effective thickness) along the |
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boundaries in the narrow channel is larger in the B-grid case although |
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the ice concentration is reduces in the C-grid case. The combined |
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effect leads to a larger actual ice thickness at smaller |
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concentrations in the C-grid case. However, since the effective |
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thickness determines the ice strength $P$ in Eq\refeq{icestrength}, |
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the ice strength and thus the bulk and shear viscosities are larger in |
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the B-grid case leading to more horizontal friction. This circumstance |
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might explain why the no-slip boundary conditions in the B-grid case |
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appear to be more effective in reducing the flow within the narrow |
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channel, than in the C-grid case. Further, the viscosities are also |
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sensitive to details of the velocity gradients. Via $\Delta$, these |
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gradients enter the viscosities in the denominator so that large |
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gradients tend to reduce the viscosities. This again favors more flow |
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along the boundaries in the C-grid case: larger velocities |
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(\reffig{funnelf0}) on grid points that are closer to the boundary by |
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a factor $\frac{1}{2}$ than in the B-grid case because of the stagger |
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nature of the C-grid lead numerically to larger tangential gradients |
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across the boundary; these in turn make the viscosities smaller for |
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less tangential friction and allow more tangential flow along the |
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boundaries. |
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The above argument can also be invoked to explain the small |
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differences between the free-slip and no-slip solutions on the C-grid. |
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Because of the non-linearities in the ice viscosities, in particular |
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along the boundaries, the no-slip boundary conditions have only a small |
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impact on the solution. |
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The difference between LSR and EVP solutions is largest in the |
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effective thickness and meridional velocity fields. The EVP velocity |
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fields 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 |
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step (increasing the number of iterations along with the computational |
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cost) or by regularizing the bulk and shear viscosities. We revisit |
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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 by variable |
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atmospheric wind whose mean direction is diagnonal to the north-east |
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corner of the domain; ice volume and concentration are held constant |
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(no thermodynamics and no advection by ice velocity). |
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\reffig{hunke01} shows the ice velocity field, its divergence, and the |
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bulk viscosity $\zeta$ for the cases C-LRSns and C-EVPns, and for a |
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C-EVPns case, where \citet{hunke01}'s regularization has been |
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implemented; compare to Fig.\,4 in \citet{hunke01}. The regularization |
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contraint limits ice strength and viscosities as a function of damping |
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time scale, resolution and EVP-time step, effectively allowing the |
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elastic waves to damp out more quickly \citep{hunke01}. |
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\begin{figure*}[htbp] |
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\includegraphics[width=\widefigwidth]{\fpath/hun12days} |
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\caption{Ice flow, divergence and bulk viscosities of three |
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experiments with \citet{hunke01}'s test case: C-LSRns (top), |
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C-EVPns (middle), and C-EVPns with damping described in |
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\citet{hunke01} (bottom).} |
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\label{fig:hunke01} |
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\end{figure*} |
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In the far right (``east'') side of the domain the ice concentration |
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is close to one and the ice should be nearly rigid. The applied wind |
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tends to push ice toward the upper right corner. Because the highly |
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compact ice is confined by the boundary, it resists any further |
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compression and exhibits little motion in the rigid region on the |
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right hand side. The C-LSRns solution (top row) allows high |
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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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clearly suppresses the noise present in $\nabla\cdot\vek{u}$ and |
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$\log_{10}\zeta$ in the |
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unregularized case (middle row), at the cost of reduced viscosities. |
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These reduced viscosities lead to small but finite ice velocities |
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which in turn can have a strong effect on solutions in the limit of |
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nearly rigid regimes (arching and blocking, not shown). |
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\ml{[Say something about performance? This is tricky, as the |
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perfomance depends strongly on the configuration. A run with slowly |
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changing forcing is favorable for LSR, because then only very few |
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iterations are required for convergences while EVP uses its fixed |
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number of internal timesteps. If the forcing in changing fast, LSR |
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needs far more iterations while EVP still uses the fixed number of |
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internal timesteps. I have produces runs where for slow forcing LSR |
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is much faster than EVP and for fast forcing, LSR is much slower |
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than EVP. EVP is certainly more efficient in terms of vectorization |
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and MFLOPS on our SX8, but is that a criterion?]} |
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\subsection{C-grid} |
\subsection{C-grid} |
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\begin{itemize} |
\begin{itemize} |
380 |
\subsection{Arctic Domain with Open Boundaries} |
\subsection{Arctic Domain with Open Boundaries} |
381 |
\label{sec:arctic} |
\label{sec:arctic} |
382 |
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383 |
The Arctic domain of integration is illustrated in Fig.~\ref{???}. It |
The Arctic domain of integration is illustrated in Fig.~\ref{fig:arctic1}. It |
384 |
is carved out from, and obtains open boundary conditions from, the |
is carved out from, and obtains open boundary conditions from, the |
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global cubed-sphere configuration of the Estimating the Circulation |
global cubed-sphere configuration of the Estimating the Circulation |
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and Climate of the Ocean, Phase II (ECCO2) project |
and Climate of the Ocean, Phase II (ECCO2) project |
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\citet{menemenlis05}. The domain size is 420 by 384 grid boxes |
\citet{menemenlis05}. The domain size is 420 by 384 grid boxes |
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horizontally with mean horizontal grid spacing of 18 km. |
horizontally with mean horizontal grid spacing of 18 km. |
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\begin{figure} |
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%\centerline{{\includegraphics*[width=0.44\linewidth]{\fpath/arctic1.eps}}} |
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\caption{Bathymetry of Arctic Domain.\label{fig:arctic1}} |
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\end{figure} |
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There are 50 vertical levels ranging in thickness from 10 m near the surface |
There are 50 vertical levels ranging in thickness from 10 m near the surface |
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to approximately 450 m at a maximum model depth of 6150 m. Bathymetry is from |
to approximately 450 m at a maximum model depth of 6150 m. Bathymetry is from |
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the National Geophysical Data Center (NGDC) 2-minute gridded global relief |
the National Geophysical Data Center (NGDC) 2-minute gridded global relief |