Towards deep purification of secondary textile effluent by using a dynamic membrane process: Pilot-scale verification

Author(s):  
Guanglin Ou ◽  
Quan Hu ◽  
Dieudonne Nyobe ◽  
Liying Bin ◽  
Ping Li ◽  
...  
2020 ◽  
Vol 38 ◽  
pp. 101646
Author(s):  
Bahar Ozbey-Unal ◽  
Philip Isaac Omwene ◽  
Meltem Yagcioglu ◽  
Çigdem Balcik-Canbolat ◽  
Ahmet Karagunduz ◽  
...  

Desalination ◽  
2012 ◽  
Vol 285 ◽  
pp. 73-82 ◽  
Author(s):  
Zhenxun Yu ◽  
Huaqiang Chu ◽  
Dawen Cao ◽  
Yanqiang Ma ◽  
Bingzhi Dong ◽  
...  

2013 ◽  
Vol 448-453 ◽  
pp. 478-481
Author(s):  
Zhi Yong Han ◽  
Si Su ◽  
Yan Lu ◽  
Wang Bing Du

The Sequencing Inclined Dynamic Membrane Biological Reactor (SIDMBR) was investigated on a pilot scale for 60 days of emulsified oil wastewater treatment at zero excess sludge discharge. Results indicate that at hydraulic retention time of 24 h, the average removals of chemical oxygen demand (COD), ammonia nitrogen and oil are 66.83, 64.2 and 70.8% in 1~60 days, respectively. The membrane flux, biofilm quantity, and extracellular polymeric substances (EPS) content begin to change after 20th, which indicate that membrane fouling has occurred.


1998 ◽  
Vol 38 (1) ◽  
pp. 123-132 ◽  
Author(s):  
R. Canziani ◽  
L. Bonomo

Post-denitrification of a pre-treated textile effluent was tested in a pilot-scale dynamic up-flow sand filter, which has been used as a biofilm reactor, together with filtration of suspended solids (SS) and decolorization. The potential application of the reactor as a three-in-one unit (decolorization, filtration and denitrification) has been successfully tested. Biomass growth and the sloughing of biological film did not prevent the removal of high concentrations of influent SS. Both pilot- and bench-scale tests confirmed that the intrinsic denitrification kinetics was zero-order, corresponding to a half-order removal rate if nitrate concentration is lower than 10 mgN l−1. Zero-order and half-order kinetic constants have also been calculated. At low nitrate loading rates (up to 2 kgN m−3 d−1) the filter followed the ideal plug-flow hydrodynamic model. In the lower part of the filter, zero-order kinetics fitted denitrification removal rates, while in the upper part of the filter denitrification followed half-order kinetics. At nitrate loading rates higher than 2.5 kgN m−3 d−1, nitrogen bubbles developed and partially mixed the reactor. Consequently, flatter concentration profiles were detected in the reactor and denitrification followed half-order kinetics along the entire filter.


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