The problems occurring in the filtration facilities of water treatment
plants, such as mudballs and poor initial filtrate quality are associ
ated with the effectiveness of backwashing. Backwashing with water alo
ne to fluidize the media is an inherently weak cleaning process. The e
ffectiveness of backwashing is significantly improved by the use of ai
r scour simultaneously with subfluidization water wash. When air and s
ubfluidization water flowed concurrently through porous media, a condi
tion termed ''collapse- pulsing'' occurred in which air pockets formed
and collapsed within the bed. A theory has been developed that predic
ted the combinations of air and water flows that caused collapse-pulsi
ng to occur. Model filter systems have shown that the fluid mechanical
condition termed ''collapse-pulsing'' is also the condition of optimu
m removal of particles from the media grains during backwashing. The t
heoretical aspects of collapse-pulsing have been confirmed with an exp
erimental filter system having an endoscope, high speed video system w
ith freeze frame capability for visual observations and an XY Coordina
tor with computer hardware and software which enabled the determinatio
n of velocities of filter grains during air scour. Additional studies
on optimum removal of particles from media during air scour have also
demonstrated that the results may be extended to dual media filters an
d are valid at the plant scale too.