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Application of Novel Modified Biological Aerated Filter (Mbaf) As a Promising Post-Treatment for Water Reuse: Modification in Configuration and Backwashing Process Publisher Pubmed



Nikoonahad A1, 2 ; Ghaneian MT1 ; Mahvi AH3, 4 ; Ehrampoush MH1 ; Ebrahimi AA1 ; Lotfi MH5 ; Salamehnejad S6
Authors
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Authors Affiliations
  1. 1. Environmental Sciences and Technology Research Center, Department of Environmental Health Engineering, Shahid Sadoughi University of Medical Sciences, Yazd, Iran
  2. 2. Department of Environmental Health Engineering, School of Health, Ilam University of Medical Sciences, Ilam, Iran
  3. 3. Center for Solid Waste Research (CSWR), Institute for Environmental Research (IER), Tehran University of Medical Sciences, Tehran, Iran
  4. 4. School of Public Health, Tehran University of Medical Sciences, Tehran, Iran
  5. 5. Department of Biostatistics & Epidemiology, Health Faculty, Shahid Sadoughi University of Medical Sciences, Yazd, Iran
  6. 6. Environment Science and Responsible for Process of Wastewater Treatment Plant, Iazd, Iran

Source: Journal of Environmental Management Published:2017


Abstract

Biological Aerated Filter (BAF) reactors due to their plentiful biomass, high shockability, high efficiency, good filtration, availability and lack of need for large land areas, are enjoying from great importance in advanced wastewater treatment. Therefore, in this study, Polystyrene Coated by Sand (PCS) was produced as a novel media and its application in a modified down-flow BAF structure for advanced wastewater treatment was assessed in two steps. In step one, the backwash effluent did not return to the system, while in step two backwash effluent returned to increase the water reuse efficiency. The backwash process was also studied through three methods of Top Backwashing (TB), Bottom Backwashing (BB), as well as Top and Bottom Backwashing Simultaneously (TBBS). The results showed that return of backwash effluent had no significant effect on the BAF effluent quality. In the second step similar to the first one with slight differences, the residual average concentrations of TSS, BOD5, and COD at the effluent were about 2.5, 8.2, and 25.5 mg/L, respectively. Additionally, in step two, the mean volume of disposal sludge/volume of treated water (vds/vtw) decreased a large extent to about 0.088%. In other words, the water reuse has increased to more than 99.91%. The backwash time in methods of TB and BB were 65 and 35 min, respectively; however, it decreased in TBBS methods to 25 min. The concentrations of most effluent parameters in this system are in concordance with the 2012 EPA Agriculture Standards, even for irrigation of Non-processed agricultural crops and livestock water consumption. © 2017 Elsevier Ltd
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