Optimizing hydraulic retention time of high-rate activated sludge designed for potential integration with partial nitritation/anammox in municipal wastewater treatment.

Bioresour Technol

Department of Civil and Environmental Engineering, Graduate School of Engineering, Tohoku University, 6-6-06 Aza, Aramaki, Aoba-ku, Sendai, Miyagi 980-8579, Japan; Department of Frontier Sciences for Advanced Environment, Graduate School of Environmental Studies, Tohoku University, 6-6-20 Aoba, Aramaki-Aza, Aoba-ku, Sendai, Miyagi 980-8579, Japan. Electronic address:

Published: June 2024

AI Article Synopsis

  • - The study introduces a new wastewater treatment approach that combines high-rate activated sludge (HRAS) with partial nitritation/anammox (PN/A) to effectively treat municipal wastewater.
  • - An airlift HRAS reactor was tested for 200 days, optimizing conditions that balance the stability of the PN/A system and performance of HRAS under reduced hydraulic retention times (HRT).
  • - Results indicate that the optimal HRT for the process is 3 hours, leading to significant reductions in energy consumption, CO emissions, and high rates of chemical oxygen demand (COD) removal, advancing the goal of energy efficiency and carbon neutrality in wastewater treatment.

Article Abstract

The integration of high-rate activated sludge (HRAS), an effective carbon redirection technology, with partial nitritation/anammox (PN/A) is a novel AB treatment process for municipal wastewater. In this study, an airlift HRAS reactor was operated in the continuous inflow mode for 200 d at a wastewater treatment plant. The balance between potential PN/A system stability and peak HRAS performance under decreasing hydraulic retention time (HRT) was optimized. Energy consumption and recovery and CO emissions were calculated. The results showed that the optimal HRT suitable with the PN/A process was 3 h, achieving 2-3 g/L mixed liquor volatile suspended solid, 67.8 % chemical oxygen demand (COD) recovery, 81 % total COD removal efficiency, 2.27 ± 1.03 g COD/L/d organic loading rate, 62 % aeration reduction, and 0.24 kWh/m power recovery potential. Such findings hold practical value and contribute to the development of the optimal AB process capable of achieving energy autonomy and carbon neutrality.

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Source
http://dx.doi.org/10.1016/j.biortech.2024.130710DOI Listing

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