1982
DOI: 10.1002/bit.260240906
|View full text |Cite
|
Sign up to set email alerts
|

Distribution and behavior of sludge in upflow reactors for anaerobic treatment of wastewater

Abstract: A model has been developed and experimentally checked for the physical behavior of sludge in the blanket in upflow reactors. The model is based on the mass balance for the sludge in the blanket, and can be used to predict the distribution of sludge in an upflow reactor in relation with the gas production, sludge settling characteristics, and the linear fluid velocity in the reactor. The quantitative values of the transport factors that are a measure of the efficiency of the transport of sludge by the fluid str… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2
1

Citation Types

0
5
0

Year Published

1983
1983
2014
2014

Publication Types

Select...
7

Relationship

1
6

Authors

Journals

citations
Cited by 19 publications
(5 citation statements)
references
References 3 publications
0
5
0
Order By: Relevance
“…Buijs et al (1982) reported that the sludge transport efficiency of up-moving biogas can reach up to 20.2 ± 2.1 m 3 /m 3 (sludge/biogas) in a UASB reactor [16]. Figure 1 suggested that the downward transport of sludge ( ϕ m , n , Kg h −1 ) from Δ V n to Δ V n −1 was caused due to the settling of sludge and by the back mix stream [13].…”
Section: Characteristics Of Anaerobic Bioreactormentioning
confidence: 99%
“…Buijs et al (1982) reported that the sludge transport efficiency of up-moving biogas can reach up to 20.2 ± 2.1 m 3 /m 3 (sludge/biogas) in a UASB reactor [16]. Figure 1 suggested that the downward transport of sludge ( ϕ m , n , Kg h −1 ) from Δ V n to Δ V n −1 was caused due to the settling of sludge and by the back mix stream [13].…”
Section: Characteristics Of Anaerobic Bioreactormentioning
confidence: 99%
“…Consequently, in the description of the fluid flow pattern, two ideal mixers were taken for these two areas (Bernard et al, 2001;Bolle et al, 1986;Buijs et al, 1982;Ojha and Singh, 2002;Singhal et al, 1998;Van der Meer and Heertjes, 1983). The recirculation tank was considered as the third ideal mixer (Fig.…”
Section: Hydrodynamics Of the Fermentermentioning
confidence: 99%
“…Consequently, in the description of the fluid flow pattern, two ideal mixers were taken for these two areas. 15,[35][36][37][38][39] The recirculation tank was considered as the third ideal mixer (Figure 3).…”
Section: Hydrodynamics Of the Fermentermentioning
confidence: 99%