4.5 Review

Moving bed biofilm reactor to treat wastewater

出版社

SPRINGER
DOI: 10.1007/s13762-016-1169-y

关键词

Kinetic modeling; Membrane bioreactor; Moving bed biofilm reactor; Nutrient removal; Wastewater treatment

资金

  1. Spanish Ministry of Science and Technology [CTM2009-11929-C02-01]
  2. Spanish Ministry of Economy and Competitiveness [CTM2013-48154-P]
  3. Spanish Ministry of Education, Culture and Sport in the training plan of Becas del Programa de Formacion de Profesorado Universitario (FPU) [AP2010-1552]

向作者/读者索取更多资源

This review carries out a comparative study of advanced technologies to design, upgrade and rehabilitate wastewater treatment plants. The study analyzed the relevant researches in the last years about the moving bed biofilm reactor process with only attached biomass and with hybrid biomass, which combined attached and suspended growth; both could be coupled with a secondary settling tank or microfiltration/ultrafiltration membrane as a separation system. The physical process of membrane separation improved the organic matter and NH4+-N removal efficiencies compared with the settling tank. In particular, the pure moving bed biofilm reactor-membrane bioreactor showed average chemical oxygen demand, biochemical oxygen demand on the fifth day and total nitrogen removal efficiencies of 88.32, 90.84 and 60.17%, respectively, and the hybrid moving bed biofilm reactor-membrane bioreactor had mean chemical oxygen demand, biochemical oxygen demand on the fifth day and total nitrogen reduction percentages of 91.18, 97.34 and 68.71%, respectively. Moreover, the hybrid moving bed biofilm reactor-membrane bioreactor showed the best efficiency regarding organic matter removal for low hydraulic retention times, so this system would enable the rehabilitation of activated sludge plants and membrane bioreactors that did not comply with legislation regarding organic matter removal. As the pure moving bed biofilm reactor-membrane bioreactor performed better than the hybrid moving bed biofilm reactor-membrane bioreactor concerning the total nitrogen removal under low hydraulic retention times, this system could be used to adapt wastewater treatment plants whose effluent was flowed into sensitive zones where total nitrogen concentration was restricted. This technology has been reliably used to upgrade overloaded existing conventional activated sludge plants, to treat wastewater coming from textile, petrochemical, pharmaceutical, paper mill or hospital effluents, to treat wastewater containing recalcitrant compounds efficiently, and to treat wastewater with high salinity and/or low and high temperatures.

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