Total nitrogen removal in two-step biofiltration

Citation
R. Pujol et S. Tarallo, Total nitrogen removal in two-step biofiltration, WATER SCI T, 41(4-5), 2000, pp. 65-68
Citations number
5
Categorie Soggetti
Environment/Ecology
Journal title
WATER SCIENCE AND TECHNOLOGY
ISSN journal
02731223 → ACNP
Volume
41
Issue
4-5
Year of publication
2000
Pages
65 - 68
Database
ISI
SICI code
0273-1223(2000)41:4-5<65:TNRITB>2.0.ZU;2-C
Abstract
A one-year study was carried out on two semi-industrial submerged up-flow b iofilters - a predenitrification (pre-DN) step followed by a nitrifying (N) step, designed to treat the primary settled municipal wastewater of a full scale plant for both carbon and nitrogen removal. Performances of the pre- DN step have been investigated showing high removal denitrifying capacities - 1 to 1.2 kg NO3--N removed per m(3) of reactor per day-, obtained with h igh TSS and carbon loading rates, at a water velocity up to 21.5 m(3)/m(2). h. The complete treatment plant - primary settlement + pre-DN/N loop - has demonstrated a nitrogen removal efficiency ranging from 70% without any add itional carbon, up to 85% with methanol. COD and TSS removal rates were 91 % and 97% respectively. The above results show that two submerged biofilters in series form a treat ment line suitable for nitrogen removal. This technical choice leads to ver y compact full scale plants such as Ahlen WWTP (Germany, 85 000 PE).