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A note on anaerobic treatment of currant-finishing wastewater in downflow anaerobic filters and the effect of media design on their performance
AbstractTwo downflow anaerobic filters with different plastic media of the same specific surface area, treating currant-finishing wastewater are described. COD removal for modular plastic media with a cross-flow design was 80% and 75% for loadings of 8 and 10 kg COD/m3 day respectively. COD removal for pall-rings media gradually decreased from 90% to 57% as loadings gradually increased from 0·6 to 6 kg/m3 day. The downflow anaerobic filters have a low performance compared with other high-rate anaerobic reactors, the UAF, UASB and AFB.
A note on anaerobic treatment of currant-finishing wastewater in downflow anaerobic filters and the effect of media design on their performance
AbstractTwo downflow anaerobic filters with different plastic media of the same specific surface area, treating currant-finishing wastewater are described. COD removal for modular plastic media with a cross-flow design was 80% and 75% for loadings of 8 and 10 kg COD/m3 day respectively. COD removal for pall-rings media gradually decreased from 90% to 57% as loadings gradually increased from 0·6 to 6 kg/m3 day. The downflow anaerobic filters have a low performance compared with other high-rate anaerobic reactors, the UAF, UASB and AFB.
A note on anaerobic treatment of currant-finishing wastewater in downflow anaerobic filters and the effect of media design on their performance
Athanasopoulos, N. (author) / Kouinis, J. (author) / Papadimitriou, A. (author)
Biological Wastes ; 32 ; 91-97
1989-08-03
7 pages
Article (Journal)
Electronic Resource
English