A Study of the Effects of Increased Temperature, Pure Oxygen Use, and Pressure on the Activated Sludge Process

A Study of the Effects of Increased Temperature, Pure Oxygen Use, and Pressure on the Activated Sludge Process PDF Author: Jitender B. Asthana
Publisher:
ISBN:
Category :
Languages : en
Pages : 197

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A Study of the Effects of Increased Temperature, Pure Oxygen Use, and Pressure on the Activated Sludge Process

A Study of the Effects of Increased Temperature, Pure Oxygen Use, and Pressure on the Activated Sludge Process PDF Author: Jitender B. Asthana
Publisher:
ISBN:
Category :
Languages : en
Pages : 197

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The Use of High-purity Oxygen in the Activated Sludge Process

The Use of High-purity Oxygen in the Activated Sludge Process PDF Author: J. R. McWhirter
Publisher: CRC Press
ISBN: 1000697479
Category : Technology & Engineering
Languages : en
Pages : 395

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First published in 1978: The purpose of this two-volume series is to present a consolidated and comprehensive reference on oxygen-activated sludge technology.

Activated Sludge Process Using Pure Oxygen

Activated Sludge Process Using Pure Oxygen PDF Author: Edward A. Wilcox
Publisher:
ISBN:
Category : Oxygen
Languages : en
Pages : 148

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Model for Minimizing Energy Requirements in the Pure Oxygen Activated Sludge Process

Model for Minimizing Energy Requirements in the Pure Oxygen Activated Sludge Process PDF Author: Ron K. S. Linden
Publisher:
ISBN:
Category : Sewage
Languages : en
Pages : 992

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Investigation of the Use of High Purity Oxygen Aeration in the Conventional Activated Sludge Process

Investigation of the Use of High Purity Oxygen Aeration in the Conventional Activated Sludge Process PDF Author: J. G. Albertsson
Publisher:
ISBN:
Category : Oxygen
Languages : en
Pages : 200

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Aerobic Stabilization of Waste Activated Sludge

Aerobic Stabilization of Waste Activated Sludge PDF Author: David B. Cohen
Publisher:
ISBN:
Category : Sewage
Languages : en
Pages : 182

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The Effect of Dissolved Oxygen Concentration on the Activated Sludge Process

The Effect of Dissolved Oxygen Concentration on the Activated Sludge Process PDF Author: Gregory Robert Swanson
Publisher:
ISBN:
Category : Sewage
Languages : en
Pages : 706

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Since the introduction of pure oxygen activated sludge systems in the late 1960's, proponents have claimed several advantages resulting from the elevated dissolved oxygen (DO) levels maintained. However, numerous comparative studies have failed to produce a consensus of professional opinion regarding the validity of these claimed advantages. The purpose of this study was to evaluate fundamental theories that might explain the effects of elevated DO levels, to assess the validity of claimed advantages for pure oxygen systems, and to provide guidance regarding appropriate DO levels in activated sludge systems. A literature review revealed that dispersed bacterial cells respond to DO, as measured by respiration rate or intracellular concentrations of metabolites, only at very low concentrations (less than about 0.1 mg/1). Consequently, the occurrence of oxygen diffusional limitations in large bacterial floc and the development of an anoxic core was preliminarily identified as the only reasonable theory for explaining effects of high DO levels. The first phase of this study involved the development of dispersed bacterial cultures in chemostats. Results indicated no significant difference in yield, kinetic coefficients, or specific ATP content between chemostats operated at a low DO level (2.0 mg/1) and a high DO level (15 mg/1). These results confirmed that differences in activated sludge characteristics that apparently result from the maintenance of high DO levels can only be attributed to diffusional limitations. The second phase of this research utilized laboratory-scale activated sludge systems. A simple respirometric procedure was utilized to evaluate the response of respiration rate to DO concentration for these flocculant cultures and plots of specific respiration rate versus DO concentration were developed. These curves were subsequently described in terms of the DO at which the respiration rate was 50 percent of the maximum (C° 5) and the DO at which the respiration rate first reached the maximum (Co). Values for C o 0.5 ranged up to about 1.0 mg/1 and for Co up to about 10 mg/1 for culture samples with maximum floc diameters of 1200 microns and respiration rates up to 200 mg 02/g TSS-hr. The final phase of this research involved respirometric tests on mixed liquor samples obtained from three full-scale activated sludge plants, Results indicated that the critical DO (Co) was typically less than 1.5 mg/1, even at higher respiration rates resulting from the treatment of high-strength industrial wastewaters. Floc size measurements indicated that flocs in full-scale plants rarely exceed 300 microns in diameter. It was concluded that oxygen diffusional limitations typically do not occur at full-scale activated sludge plants if aeration basin DO concentrations are maintained above about 1.0 mg/l.

The Effect of High Purity Oxygen on the Activated Sludge Process

The Effect of High Purity Oxygen on the Activated Sludge Process PDF Author: Larry D. Benefield
Publisher:
ISBN:
Category :
Languages : en
Pages : 388

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The Use of High-purity Oxygen in the Activated Sludge Process

The Use of High-purity Oxygen in the Activated Sludge Process PDF Author: John R. McWhirter
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

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The Interrelated Effects of Dissolved Oxygen Concentration and Turbulence Level on Observed Cell Yield and Settleability in an Activated Sludge System

The Interrelated Effects of Dissolved Oxygen Concentration and Turbulence Level on Observed Cell Yield and Settleability in an Activated Sludge System PDF Author: Kent Sauter Kisenbauer
Publisher:
ISBN:
Category : Oxygen
Languages : en
Pages : 350

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