ArticleWater research X2021
Biological activated carbon filter for greywater post-treatment: Long-term TOC removal with adsorption and biodegradation.
Article in Water research X, 2021. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 5 papers.
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Who cites it
5 citing papers in PubMed, 26 citations in OpenAlex.
- A multi-phase reactions for organic carbon removal in bio-electrochemical reactors employing Fe2O3-synthesized nanoparticles.PloS one · 2026Article
- Long-term performance of low-cost free chlorine sensors to monitor on-site water reuse.Water science and technology : a journal of the International Association on Water Pollution Research · 2025Article
- Effects of running time on biological activated carbon filters: water purification performance and microbial community evolution.Environmental science and pollution research international · 2024Article
- Safeguarding drinking water: A brief insight on characteristics, treatments and risk assessment of contamination.Environmental monitoring and assessment · 2024Review
- Greywater reuse as a key enabler for improving urban wastewater management.Environmental science and ecotechnology · 2023Review
Corrections and comments
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Authors and funding
2 authors at 1 institution in 1 country.
Funding
No grant is acknowledged in the PubMed record.
Abstract
Biological activated carbon (BAC) filters can be used to remove residual total organic carbon (TOC) from greywater after a membrane bioreactor. The two main TOC removal processes are adsorption to the granular activated carbon (GAC) and biological degradation. Biodegradation leads to the growth of microorganisms in the filter bed, which can lead to increased pressure loss over the filter bed. However, the roles of sorption and biodegradation in long-term TOC removal and how they complement each other are unclear. We monitored TOC removal from greywater in a BAC filter installed following a membrane bioreactor over more than 900 days. Removal performance depended on the operational time of the BAC filter, the influent TOC concentration, and in the upper part of the filter on the empty bed contact time (EBCT). Across the overall filter, the EBCT did not significantly influence TOC removal, showing that the filter was sufficiently large for the range of flow rates observed. Analysis of the long-term data revealed the equal importance of sorption and biodegradation over the whole operation period and the whole filter bed. Most of the TOC was removed in the upper part of the filter, where biodegradation was the dominant mechanism. In the lower part of the filter, sorption capacity remained and allowed high influent TOC concentrations to be buffered. The generous filter design with low average filtration rates ensured long-term TOC removal. The only maintenance needed was backwashing, which was required only after more than 800 days of operation. Backwashing effectively reduced the pressure loss but had no significant influence on the effluent water quality. Our study shows that BAC filters are a suitable post-treatment step for the treatment of greywater with highly variable flow and TOC concentrations.
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Registered trials
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