DYNAMICS OF SUBSURFACE FLOW OF SALT WATER AND BRINES
ABSTRACT WITHDRAWN
These assumptions are widely applied in engineering hydraulics (i.e. Bear 1972) and have, for example, been utilized in predicting the fate of CO2 injections into brines leading to the widely accepted - but erroneous - conclusion that, due to higher density and associated weight increase, brine with the injected CO2 would migrate downwards coming to rest at the bottom of the geological layer package. Hubbert (1953) has shown, however, that vertical buoyancy forces (balanced by gravitational forces) exist only in the hydrostatic case but not under the hydrodynamic conditions. In the hydrodynamic case forces due to density differences are directed along the piezometric pressure potential force of the host fluid and integrated into the resultant force calculation.
Hydrostatic (no-flow) conditions require the same boundary conditions for mechanical forces at the bottom of oceans (off-shore). Hydrodynamic flow conditions exist on land (on-shore).
This presentation will shed light on the maze of conflicting statements issued within engineering hydraulics and groundwater dynamics and will help foster the understanding of the correct physics involved and how this physics can be beneficially applied to practical cases regarding subsurface flow in general, hydrodynamic migration of contaminants, variable density flow, migration of hydrocarbons and CO2, and to scientific processes in the present and within the geological past. It will also refer to a practical field case involving the numerical modelling of variable density flow at a major industrial landfill site.