Use all coefficients exactly as printed and use Sv consistently for transports. The present salt contrast and density-driven friction coefficient areThusThe large numerical value of reflects division by a small dimensionless density contrast, about with the supplied effective expansion coefficients. It is not the actual overturning transport, which remains Sv.
For , the steady equation is a quadratic with rootsThe critical freshwater forcing in a two-box overturning model occurs where the two roots coalesce:There is also a negative-flow branch for every :At the present forcing, the three roots are , and Sv. The prescribed present state is therefore the upper positive branch, not an arbitrary choice among the roots.
Stability needs a salinity evolution law, not just the algebraic steady equation. For fixed temperature contrast and reference salinity, the standard salt-contrast dynamics can be writtenwhere summarizes the reservoir volumes. The linear slope at a positive root is : the upper branch is stable and the lower branch unstable. At a negative root it is , so the reversed branch is stable. The two stable states below the fold have different attraction basins, demonstrating bistability. Their stability is conditional on this fixed-temperature, fixed-reference-salinity closure.
As forcing increases quasistatically from Sv, the normal branch weakens and reaches a saddle-node bifurcation at . Beyond it no positive steady circulation remains, so the reduced dynamics move toward the stable reversed branch. The reversal is salinity dominated: the fresh cold reservoir is no longer the denser one. Recovery under a later forcing change can depend on the system's state and feedback history.
Steady transports and their stability in the explicitly stated freshwater convention; present state and critical freshwater forcing are marked
. Details. 