|
|||||||||||
Similar to vertical-flow settling tanks, the inflow near the bottom of horizontal-flow final settling tanks develops as a buoyant jet passing a denser sludge bed. While passing the sludge bed, the jet intermixes the ambient fluid by turbulent diffusion at the jet border. Density in the jet accumulates until the jet is stratified with no density difference between jet and sludge bed. If the jet ascends to the sludge blanket, the vertical jet intrudes into the clear water and changes to a horizontal density current.
The main parameters for the buoyant jet development are the flow velocity u0 and the flow distribution at the inflow area, the geometry of the opening, the density gradient in the ambient sludge bed and the density difference between the jet and the ambient sludge bed.
Due to the presented parameters, viscous and gravitational forces affect the behaviour of the jet. For sufficiently large values of the Reynold’s number Re (Re > 2300), the influence of viscosity is negligible. The influence of gravity is represented by the densimetric Froude number Fd in common with the Stratification number S, which considers the stratified ambient fluid.
The analysis of the jet development is based on theoretical calculations, observations and visual measurements by particle image velocimetry (PIV).
Depending on the density gradient in the sludge bed, the jet first accelerates and then stratifies in the sludge bed or intrudes into the clear water zone. The density gradient itself depends on the SVI value, with high density gradients for low SVI values and high adhesion forces at the floc surface.
Analytical calculations show some discrepancies to measured data, whereas several boundary conditions effect the jet development, like inhomogeneous velocity and density distributions, sludge accumulations near to the inlet, wall effects, particle settling into the rising jet and secondary flow patterns. By using numerical simulation techniques (CFX 4.3) these external effects are included effectively.
| Keywords: | buoyant jet, inflow in Final Settling Tanks, energy intake |
| Researcher: |
Dr. Roland Hollenstein |
| Commissioned by: | Swiss Agency for the Environment, Forests and Landscape (BUWAL) and the Waste Disposal and Recycling authority Zurich (ERZ), Switzerland |
| Project status: |
Completed 2005 |
Wichtiger Hinweis:
Diese Website wird in älteren Versionen von Netscape ohne
graphische Elemente dargestellt. Die Funktionalität der
Website ist aber trotzdem gewährleistet. Wenn Sie diese
Website regelmässig benutzen, empfehlen wir Ihnen, auf
Ihrem Computer einen aktuellen Browser zu installieren. Weitere
Informationen finden Sie auf
folgender
Seite.
Important Note:
The content in this site is accessible to any browser or
Internet device, however, some graphics will display correctly
only in the newer versions of Netscape. To get the most out of
our site we suggest you upgrade to a newer browser.
More
information