Impact of FeCl3 dosing on AnMBR treatment of municipal wastewater. (1st September 2015)

• Record Type: Journal Article
• Authors: Dong, Qirong; Parker, Wayne; Dagnew, Martha
• Is Part Of: Water research. Volume 80(2015)
• Page Start: 281
• Page End: 293
• Publication Date: 2015-09-01
• Subjects: Pilot anaerobic membrane bioreactor -- Municipal wastewater -- FeCl3 as flux enhancer -- Porous cake layer; Water -- Pollution -- Research -- Periodicals; 363.7394
• DOI: 10.1016/j.watres.2015.04.025
• Languages: English
• ISSNs: 0043-1354

Abstract

Abstract: The long-term (90 days) impact of dosing FeCl3 on bioprocess performance and membrane performance in a pilot AnMBR fed with authentic sewage was evaluated. The addition of 26 mg/L of FeCl3 enhanced the performance of the AnMBR with respect to removal efficiencies of COD and BOD5, but did not have a significant influence on the removal efficiencies of TKN and TP and the methane yield. The membrane was operated at a constant flux of 17 LMH and its performance was significantly improved by dosing FeCl3 . This was demonstrated by a reduction in the fouling that withstood scouring stresses to values lower than 5 kPa and negligible reversible fouling for the first 75 days. The superior membrane performance was consistent with the shift of particle size distribution to the particulate fraction and the reduced colloidal and soluble substances in the sludge, especially the soluble protein, carbohydrate, Ca and S. CLSM tests showed that the addition of FeCl3 resulted in a thicker foulant layer and the deposition of protein and carbohydrate on the membrane surface was significantly reduced. Therefore a more porous foulant layer was formed and this prevented the development of a strongly-attached cake layer and pore blocking. A recovery cleaning study indicated FeCl3 dosing enhanced the efficiency of the recovery cleaning protocol. The foulants formed with the Fe-dosed sludge had greater inorganic content, as 75% of the foulant resistance was removed by citric acid. The superior membrane performance during the operation combined with enhanced cleaning efficiency by FeCl3 dosing would significantly improve the sustainability of AnMBR in municipal wastewater treatment. Graphical abstract: Highlights: Pilot AnMBR fouling mitigation by the addition of FeCl3 was studied. 90 days of operation at a flux of 17 LMH with TMP lower than 12 kPa when 26 mg FeCl3 /L sewage dosed. Membrane fouling mechanism revealed from the aspects of mixed liquor characteristics and foulant layer characteristics.