32 research outputs found
Trickling filters following anaerobic sewage treatment : state of the art and perspectives
High-rate anaerobic treatment of sewage using upflow anaerobic sludge blanket (UASB) reactors is a consolidated technology in warm climate countries. Nevertheless, since anaerobic treatment only removes organic carbon, post-treatment is required to remove nitrogen, besides residual organic carbon. Trickling filters (TFs) constitute a cost-effective post-treatment option, assuring low sludge production, low operational costs and maintenance simplicity compared to other post-treatment technologies (e.g. activated sludge). This paper reviews the experience of the last 20 years of research, design and operation of UASB/TF systems. Three main topics are addressed: i) the development of trickling filters for UASB reactor effluent treatment, building on first experiences with TFs preceded by primary settlers; ii) the design criteria, performance and empirical models for predicting the efficiency of TFs post-UASB reactors; and iii) the future challenges associated with elimination of secondary settlers and nitrogen removal in sponge-bed trickling filters (SBTFs)
Effect of reactor configuration on performance during anaerobic treatment of low strength wastewater
Exploring shredded waste PET bottles as a biofilter media for improved on-site sanitation
This study explores an improved alternative on-site treatment for unsewered urban Bhutan. The system combines up-flow anaerobic sludge blanket for blackwater treatment and anaerobic biofilter for a mixture of up-flow anaerobic sludge blanket effluent and greywater. Shredded waste plastic bottles are used as novel biofilter media that provides a large surface area for attached growth while addressing waste plastic problems. A bench-scale up-flow anaerobic sludge blanket (operated at hydraulic retention time or HRT of 1–10 days) and anaerobic biofilter (HRT of 0.25–3 days) study were conducted for 188 days. At 2-d HRT, up-flow anaerobic sludge blanket removed 70–80 % of chemical oxygen demand (COD) while anaerobic biofilter achieved 90–98 % COD removal at eight-hour HRT. Combined up-flow anaerobic sludge blanket and anaerobic biofilter achieved final effluent with COD less than 50 mg/L and turbidity of less than 3 NTU that meets the discharge standard of Bhutan. The study shows that shredded waste plastic bottles can be an effective biofilter support medium for low-cost on-site treatment while helping address waste plastic problems