RSMAS/MPO
Home   | People   | Links   | Contact

Idealized process-oriented river plume studies with the HYCOM

Dynamics of river plumes


The dynamics of river plumes are investigated in the BOX domain in a simplified fashion. The basin water is initially homogeneous (35 psu and 28 °C) and it is in state of rest. At the head of the estuary a 1000 m3s-1 freshwater discharge is imposed, and the flow field is left to evolve for 60 days. The objective is to understand and investigate the factors that control the development and evolution of river buoyant plumes. The effect of different bottom topography conditions is investigated (20m deep flat and sloping bottom cases).

 

Dynamics of river plumes

DESCRIPTION:

 

Left: Surface salinity snapshots of the plume development in two different basis, 20m deep flat bottom and sloping bottom (starting at 5m at the coast), after 60 days.  In the 20m deep basin, the buoyant plume is free to develop, with no bottom constrains. An offshore bulge develops off the estuary, with an anticyclonic circulation (not shown). This flow meets the coast south of the estuary, turns cyclonically and propagates southward as a coastal current, with a meandering pattern that is visible in the surface salinity field. When the plume develops over the sloping bottom, its development is restricted by potential vorticity constrains. The plume develops a stronger northward penetration, with a less developed bulge and coastal current signal.

 

Right: Vertical salinity cross-shore sections (y = 0km) from the same experiments. In the 20m deep flat bottom basin, a two layer structure develops, with a shallow buoyant plume on top of the basin denser waters. In the sloping bottom basin, the plume extends down to the bottom, with enhanced vertical mixing due to bottom friction.

 


CONTACT:


4600 Rickenbacker Causeway, Miami, FL 33149-1098 | TEL 305.421.4000
© University of Miami 2008 | All Rights Reserved | Webmaster | Privacy Statement | Sitemap