PISM computes surface gradients to determine the “driving stress”

$(\tau_{d,x},\tau_{d,y}) = - \rho g H \nabla h,$

where $$H$$ is the ice thickness, and $$h$$ is the ice surface elevation. The driving stress enters into both the SIA and SSA stress balances, but in the former the driving stress is needed on a staggered grid, while in the latter the driving stress is needed on the regular grid.

Surface gradients are computed by finite differences in several slightly-different ways. There are options for choosing which method to use in the SIA model, but to the best of our knowledge there is no theoretical advice on the best, most robust mechanism.

The SSA model uses centered finite differences, switching from centered to one-sided near the ice margin and does not recognize choices other than -gradient eta.

There are three -gradient methods in PISM:

Table 15 Options controlling the surface gradient computation in the SIA code
Option Description
-gradient mahaffy This most “standard” way computes the surface slope onto the staggered grid for the SIA . It makes $$O(\Delta x^2,\Delta y^2)$$ errors. For computations of driving stress on the regular grid, centered differencing is used instead.
-gradient haseloff This is the default method. It only differs from mahaffy at ice-margin locations, where the slope is approximated using one-sided finite differences in cases where an adjacent ice-free bedrock surface elevation is above the ice elevation.
-gradient eta

In this method we first transform the thickness $$H$$ by $$\eta = H^{(2n+2)/n}$$ and then differentiate the sum of the thickness and the bed using centered differences:

$\nabla h = \nabla H + \nabla b = \frac{n}{(2n+2)} \eta^{(-n-2)/(2n+2)} \nabla \eta + \nabla b.$

Here $$b$$ is the bed elevation and $$h$$ is the surface elevation. This transformation sometimes has the benefits that the surface values of the horizontal velocity and vertical velocity, and the driving stress, are better behaved near the margin. See  for technical explanation of this transformation and compare . The actual finite difference schemes applied to compute the surface slope are similar to option mahaffy.

Note

The -gradient eta may improve the model performance near grounded margins but should not be used in simulations of marine ice sheets.

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