with S denoting the storage within the volume.

The flux balance in the y and
z directions are defined accordingly and the total flux balance in the volume is
where Δh denotes the change in hydraulic head, a specific measure of fluid pressure. The rate of change in volume of water
Vw then is
together with Equation 2-1, the definition of the flux
q =
ρu, and accounting for source/sink terms
Qm this leads to the formulation of the groundwater flow equation
In the COMSOL Multiphysics® software Equation 2-2 is formulated in terms of pressure within the Darcy’s Law interface (See
Pressure, Pressure Head, and Hydraulic Head Formulation). Use the Storage Model to include the Storage term on the left hand side of the equation and add a mass source to include the sink term on the right hand side.
The velocity u in
Equation 2-2 is commonly described by the formulation of Darcy law in terms of the gradient of the hydraulic head as follows:
where K(
m/s) is the hydraulic conductivity which is primarily used in hydrology applications where the fluid is water. It is related to the permeability according to