1Rothe E, Cornel P.Optimizing design, operation and energy consumption of biological aerated filters (BAF) for nitrogen removal of municipal wasterwater.Wa Sci Teeh, 2004, 50 (6): 131-159.
2Chen J J, McCarty D, Slack D, et al. Full scale case studies of a simplified aerated filter(BAF) for organics and nitrogen removal [ J ]. Water Sci Technol, 2000,41(4-5):1-4.
3Pujol R,Tarallo S. Total nitrogen in two-step bio-filtration[ J]. Water Sci Technol,2000,41 (4 - 5 ) :65 - 68,
4Kent T D, Fitzpatrick C S B, William S C. Testing of biological aerated filter (BAF) media [ J ]. Water Sci Technol, 1996,34 ( 3 - 4) : 363 - 370.
5Moore R, Quarmby J, Stephenson T. The effects of media size on the performance of biological aerated filters [ J ], Water Res ,2001,35 (10) :2514 - 2522.
6Chang W S, Hong S W, Park J. Effect of zeolite media for the treatment of textile wastewater in a biological aerated filter[ J]. Process Biochem,2002,37:693 - 698.
7Francisco Osorio,Emessto Hontoria. Optimization of bed material height in a submerged biological aerated filter [J]. J Environ Eng,2001,61 (4):974- 978.