Survey
* Your assessment is very important for improving the workof artificial intelligence, which forms the content of this project
* Your assessment is very important for improving the workof artificial intelligence, which forms the content of this project
PERFORMANCE OF A BIOLOGICAL PROCESS IN MEMBRANE BIOREACTOR FOR MUNICIPAL WASTEWATER MARIJA Vuković, MARIN Matošić*, FELICITA Briški, IVAN Mijatović* Faculty of Chemical Engineering and Technology, University of Zagreb, Marulićev trg 19, 10000 Zagreb, Croatia *Faculty of Food Technology and Biotechnology, University of Zagreb, Pierottijeva 6, 10000 Zagreb, Croatia Email: [email protected] Abstract Biological wastewater treatment is performed by microorganisms which oxidized organic matter from wastewater and is so-called an activated sludge process. In the application of membrane processes for wastewater treatment, it is well known that the membrane bioreactor (MBR) possesses numerous advantages over the traditional activated sludge process. Interest in the membrane bioreactor technology for wastewater treatment has increased due to present stringent legislation, the opportunity for water reuse/recycling membrane processes it presents, and continuing advancement and decreased costs of membrane technology. The objective of the research is to investigate the performance of a biological process in treating municipal wastewater using a submerged hollow fiber membrane module in an aerated basin continuously for 14 days. Continuously fed aerated MBR was used to obtain design parameters of an activated sludge process for the municipal wastewater treatment. The biokinetic parameters were calculated under steady state, considering a Monod-type equation. The biokinetic parameters were found as the following: Y = 0.27 g g-1, kd = 0.03 d-1, rs,max = 5.20 g dm-3 d-1 and Ks = 0.08 g dm-3 during 14 day. The MBR process was capable of achieving over 91 % removals for COD, on average. Microscopically, significant changes in the structure of the flocs and of the ratio between free suspended and aggregated cells could be observed. The sludge samples are characterized by regular formed flocs of different size range, which varied from 59 µm to 796 µm. Mean value floc size of 14 days were 225 µm. Most of the flocs were firm and dense. Filamentous bacteria were rare and mostly incorporated in the flocs. Higher organisms and free swimming organisms were rare. The obtained results suggest that microorganisms present in the flocs in the MBR use organic fraction from wastewater for energy supply for maintenance of their metabolism and growth. In municipal wastewater treatment, membrane filtration technologies receive great attention because it usually produce the better quality effluent, good floc structure, generate less sludge and require a smaller aeration tank volume.