L
Lei Wu
Researcher at Beijing University of Technology
Publications - 9
Citations - 651
Lei Wu is an academic researcher from Beijing University of Technology. The author has contributed to research in topics: Denitrification & Nitrification. The author has an hindex of 6, co-authored 9 publications receiving 355 citations.
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Partial nitrification-anammox (PNA) treating sewage with intermittent aeration mode: Effect of influent C/N ratios
TL;DR: In this article, the effect of chemical oxygen demand (COD) on anammox processes was investigated in a sequencing batch reactor (SBR) with intermittent aeration mode.
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Enhanced nitrogen and phosphorus removal from municipal wastewater in an anaerobic-aerobic-anoxic sequencing batch reactor with sludge fermentation products as carbon source.
TL;DR: The AOA-SBR demonstrated potential to solve the dual problem of insufficient carbon source and sludge reduction and achieved simultaneous partial nitrification and denitrification, aerobic phosphorus uptake and anoxicDenitrification through the real-time control and the addition of sludge fermentation products.
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Mechanism of stable sewage nitrogen removal in a partial nitrification-anammox biofilm system at low temperatures: Microbial community and EPS analysis.
TL;DR: The reasonably stable microbial community structure, enrichment of psychrotolerant microorganisms, and increased secretion of EPS could play important roles for stable sewage nitrogen removal at low temperatures.
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Achieving partial nitrification in a continuous post-denitrification reactor treating low C/N sewage
TL;DR: In this paper, a novel Sludge Double Recirculation-Anaerobic/Aerobic/Anoxic process (SDR-AOA) was developed in a continuous-flow reactor.
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Advanced nitrogen removal from municipal wastewater via two-stage partial nitrification-simultaneous anammox and denitrification (PN-SAD) process.
TL;DR: A modified two-stage anammox process was constructed and achieved advanced nitrogen removal from municipal wastewater and is an energy-saving treatment for municipal wastewater with a total hydraulic retention time of 6 h.