Microbiology of Waste Waters

Gaudy, and A F; Gaudy, Elizabeth T.

doi:10.1146/annurev.mi.20.100166.001535

Cited by 46 publications

(22 citation statements)

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“…The results show that, with an increase in ether concentration from 67 to 400 ppmv or COD: P ratio from 333 to 2,000, the ether removal efficiency only decreases from 99.9 to 90 percent. Phosphorus was not significantly limiting ether removal and biomass growth, although the P:COD ratio was much lower than usually suggested for biomass growth, which is 1:100 (Gaudy and Gaudy 1980). The biomass yield actually increased from 0.04 to 0.09 gVSS/gCOD during this period.…”

Section: Effect Of Phosphorus Limitation On Biomass Controlmentioning

confidence: 52%

A Fundamental Study of Biofiltration Processes for VOC Removal From Waste Gas Streams

Kim¹,

Suidan²,

Zhu³

et al. 2001

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Section: Effect Of Phosphorus Limitation On Biomass Controlmentioning

confidence: 52%

A Fundamental Study of Biofiltration Processes for VOC Removal From Waste Gas Streams

Kim¹,

Suidan²,

Zhu³

et al. 2001

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“…This is the most common grade of wool and used in textiles and carpets. The Kaldnes was a commercial polyethylene media, diameter 9mm, length 7.5mm, specific surface area 500 m 2 /m 3 , density 0.95 g/cm 3 , voidage 75 %.…”

Section: Mediamentioning

confidence: 99%

“…Potential harmful environmental changes are often caused by shock loads [3] because of the variable nature of industrial and sewage wastes. Reactor stability to shock loading is therefore one of the most important design aspects of biological treatment systems.…”

Section: Introductionmentioning

confidence: 99%

The effect of shock loads on SAF bioreactors for sewage treatment works

Wheatley

Ishtchenko

et al. 2011

Chemical Engineering Journal

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“…The total mass of COD fed per day (1) (2) and the mass of total suspended solids in the system = V xX a a…”

Section: Introductionmentioning

confidence: 99%

Simple control equations using F:M ratio for operation of activated sludge aeration basins

Heddle¹,

Russell²

1984

Environmental Technology Letters

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A simple control equation is developed for the operation of activated-sludge aeration basins. The equation takes into account the following parameters: the chemical oxygen demand and rate of flow of the feed; the concentration and rate of flow of the recycled sludge; the volume of the aeration basin and of the thickened sludge in the clarifier; the desired F:M ratio; the proportion of feed COD converted into biomass for disposal and the ratio of COD to solids of that biomass. Two worked examples are given.

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Microbiology of Waste Waters

Cited by 46 publications

References 0 publications

A Fundamental Study of Biofiltration Processes for VOC Removal From Waste Gas Streams

A Fundamental Study of Biofiltration Processes for VOC Removal From Waste Gas Streams

The effect of shock loads on SAF bioreactors for sewage treatment works

Simple control equations using F:M ratio for operation of activated sludge aeration basins

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