Hydrology Solution - Shreve Approximation

Physical basis

This model is the one described in [LeBrocq2009]. Here we present only the main equations.

Water column

The model applied here is the most simplistic form of the water-film model, as described by the Weertman theory [Weertman1957]. The model solves for the thickness Equation 1 of the water-film as follows:

Equation 2

where:

  • Equation 4 is the source term Equation 3
  • Equation 6 is the water velocity vector Equation 5

The water velocity vector Equation 7 is a depth-averaged two dimensional horizontal vector, which is computed using a theoretical treatment of laminar flow between two parallel plates:

Equation 8
  • Equation 10 is the hydraulic potential Equation 9
  • Equation 12 is the water viscosity Equation 11

In this model, the hydraulic potential Equation 13 is defined following the Shreve approximation [Shreve1972], which hypothesizes a null effective pressure. Assuming this null effective pressure gives the hydraulic potential gradient as follows:

Equation 14

where:

  • Equation 16 is the density of the ice Equation 15
  • Equation 18 is the density of fresh water Equation 17
  • Equation 20 is the surface elevation Equation 19
  • Equation 22 is the gravitational acceleration Equation 21
  • Equation 24 is the bedrock elevation Equation 23
Numerical implementation

To stabilize the equation, artificial diffusion might be added to the left hand side:

Equation 25

where Equation 26 is the artificial diffusivity. We take:

Equation 27

Model parameters

The parameters relevant to the water column solution can be displayed by running:

>> md.hydrology
  • md.hydrology.spcwatercolumn: water thickness constraints (NaN means no constraint) Equation 28
  • md.hydrology.stabilization: artificial diffusivity (default is 1).

Running a simulation

To run a simulation, use the following command:

>> md = solve(md, 'Hydrology');

References