This paper reviews recent technological developments in the filtration of primary effluent. Various studies show that single stage intermittent sand filters attain removal efficiencies of 90% COD, 95% BOD5, 30% TN, 40% TP and 99-99.9% FC at maximum BOD5 loads of around 10 g.m−2.d−1 and hydraulic loads of 5-10 cm.d−1. The permissible organic load can be enhanced by measures such as improved aeration and the use of multilayer filters. Nitrogen removal can be enhanced to 70% by adding a C-source to the filter material or by using two-stage post- and pre-denitrification systems. High organic loading rates (up to around 100 g BOD5.m−2.d−1) are possible with aerated adsorbent foam as a medium.
Research Article|March 01 1999
Primary effluent filtration in small-scale installations
J. C. L. van Buuren
Water Sci Technol (1999) 39 (5): 195-202.
J. C. L. van Buuren, A. Abusam, G. Zeeman, G. Lettinga; Primary effluent filtration in small-scale installations. Water Sci Technol 1 March 1999; 39 (5): 195–202. doi: https://doi.org/10.2166/wst.1999.0239
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