1983
DOI: 10.1002/bit.260250403
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Particle size reduction by breakage in biological wastewater treatment

Abstract: Floc breakup in biological wastewater treatment occurs in response to hydrodynamic stresses imposed by aeration, recirculation, and mixing. This size reduction is of particular concern because it leads to solids carry-over and adversely affects process controllability. A laboratory study of floc size reduction has shown how the hydrodynamic environment causes breakup and the extent to which it proceeds at particular levels of dissipation. The structure of jet flows was found to be well-suited for the reduction… Show more

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Cited by 21 publications
(10 citation statements)
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“…The densities of solutions where the floes do not settle are considered those of the floes. The idea was suggested and adopted in the experiments by Schoepfer and Zemke (cited by Mueller et al 33 ), Mueller et al, 35 Lagvankar and Gemmell, 103 and Ozturgut and Lavelle. 106 Mueller et al 35 measured the density of the activated sludge as a whole instead of each individual floe, as did the others.…”
Section: Densitymentioning
confidence: 96%
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“…The densities of solutions where the floes do not settle are considered those of the floes. The idea was suggested and adopted in the experiments by Schoepfer and Zemke (cited by Mueller et al 33 ), Mueller et al, 35 Lagvankar and Gemmell, 103 and Ozturgut and Lavelle. 106 Mueller et al 35 measured the density of the activated sludge as a whole instead of each individual floe, as did the others.…”
Section: Densitymentioning
confidence: 96%
“…The balance of the two forces gave the maximum floe diameter to be a function of energy dissipation rate per unit mass. This kind of function was also developed or adopted by Tomi and Bagster, 121 Tambo and Hozumi," 6 and Glasgow et al 33 Since the energy dissipation rate per unit mass can be well correlated to the fluid velocity gradient G, which is a popular parameter used in activated sludge studies, under given conditions, more investigators described the floe maximum stable diameter generally as different exponential functions of the velocity gradient G. 13121122 Floe strength cannot be observed directly. To reveal its degree, various methods have been studied and used by many investigators.…”
Section: Strengthmentioning
confidence: 96%
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“…The principal references in this area include Thomas (1964), Parker et al (1972), Glasgow and Luecke (1980), and Glasgow et al (1983). Additionally, one cannot move very far into the theory of floc breakage without discovering the need for a description of floc strength;…”
Section: Introductionmentioning
confidence: 98%
“…The value of y indicates the breakup mechanism which dominates. In many cases floc erosion and floc fragmentation occur simultaneously (Glasgow and Luecke 1980). Other complex expressions have been developed for calculating C as well (Parker et al 1972;Tambo and Hozumi 1979).…”
Section: Theoretical Considerationsmentioning
confidence: 99%