Publication informationScience of the Total Environment, 330 (1-3): 1-8
Publisher ElsevierLink to online version http://dx.doi.org/10.1016/j.scitotenv.2004.03.002Item record/more information http://hdl.handle.net/10197/3199
Publisher's statement þÿ T h i s i s t h e a u t h o r s v e r s i o n o f a w o r k t h a t w a s a c c e p t e d f o r p u b l i c a t i o n i n S c i e n c e o f t h e
AbstractThe purification capacity of a laboratory scale tidal flow reed bed system with final effluent recirculation at a ratio of 1:1 was investigated in this study. In particular, the four-stage reed bed system was heavily loaded with strong agricultural wastewater. Under the hydraulic and organic loading rates of 0.43 m 3 /m 2 d and 1055 gCOD/m 2 d, respectively, the average removal efficiencies obtained for COD, BOD 5 , SS, NH 4 -N and P were 77%, 78%, 66%, 62% and 38%, respectively.Even with the high loading rates, about 30% of NH 4 -N was converted into NO 2 -N and NO 3 -N from the mid-stage of the system where nitrification took place. The results suggest that the multi-stage reed bed system could be employed to treat strong wastewater under high loading, especially for the substantive mass removal of solids, organic matter and ammoniacal-nitrogen. Tidal flow combined with effluent recirculation is a favourable operation strategy to achieve this objective.