Desalination of Mixed Tannery Effluent with Membrane Bioreactor and Reverse Osmosis Treatment

摘要

A limiting factor for the reuse and recycling of treated tannery wastewater for irrigation and other uses is the high salt content,which persists even after conventional treatment.Reverse osmosis(RO)membrane treatment has been shown to significantly reduce the salt contents of tannery effluents.However,the high organic content of tannery effluent leads to rapid scaling and biofouling of RO membranes with a consequent reduction in flux rates and performance.Membrane bioreactors(MBR)have been shown to be highly effective in the removal of organic pollutants and suspended solids from tannery effluent.This research investigated the use of a combined MBR and RO treatment process to treat tannery effluents to an acceptable level for irrigation purposes.The MBR was operated at 17-20 h retention time,at a F/M ratio of 0.52 kg COD centre dot kg SS~(-1)centre dot day~(-1)and a volumetric loading rate of 3.28 kg COD centre dot m~(-3)centre dot day~(-1).This treatment reduced the COD,BOD,and ammonia concentrations of the effluent by 90-100%.The MBR was shown to be an excellent pretreatment prior to RO technology,due to the high removal efficiency of organic compounds and suspended solids,with average concentrations of 344 mg centre dot L~(-1)COD and 20 mg centre dot L~(-1)BOD achieved in the permeate.RO treatment reduced the salt content of the MBR permeate by up to 97.1%.The results of the research demonstrated that the MBR system developed was appropriate for the treatment of tannery effluents and,in combination with the RO treatment,reduced the salt content to acceptable levels for irrigation.The MBR pretreatment reduced bio-fouling and scaling of subsequent RO treatment and improved the overall performance of the RO unit.It is believed that this is the first investigation of a combined MBR and RO treatment for tannery effluents.This research provided data for an outline design of a full-scale MBR and RO plant with a treatment capacity of 5000 m~3 per day for mixed tannery effluents.