4.7 Article

Impact of primary sedimentation on granulation and treatment performance of municipal wastewater by aerobic granular sludge process

Journal

JOURNAL OF ENVIRONMENTAL MANAGEMENT
Volume 315, Issue -, Pages -

Publisher

ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD
DOI: 10.1016/j.jenvman.2022.115191

Keywords

Aerobic granular sludge; Granulation; Municipal wastewater; Primary sedimentation; Wastewater treatment

Funding

  1. YOK [100/2000]
  2. Council of Higher Education of Turkey
  3. Scientific Research Projects Department of Istanbul Technical University [MDK-2019-42173]
  4. Istanbul Water and Sewerage Administration (ISKI)

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This study investigated the impact of settling prior to the aerobic granular sludge (AGS) process on granulation and treatment performance. The results showed that granulation was achieved in both stages, with over 92% COD removal efficiency in each stage. However, settling prior to the AGS process led to a decrease in nitrogen and phosphorus removal efficiencies.
Aerobic granules contain microorganisms that are responsible for carbon, nitrogen, and phosphorus removal in aerobic granular sludge (AGS) process in which aerobic/anoxic/anaerobic layers (from surface to core) occur in a single granule. Optimizing the aerobic granular sludge (AGS) process for granulation and efficient nutrient removal can be challenging. The aim of this study was to examine the impact of settling prior to AGS process on granulation and treatment performance of the process. For this purpose, synthetic wastewater mimicking municipal wastewater was fed directly (Stage 1), and after primary sedimentation (Stage 2) to a laboratory-scale AGS system. In full-scale wastewater treatment plants, primary sedimentation is used to remove particulate organic matter and produce primary sludge which is sent to anaerobic digesters to produce biogas. Performances obtained in both stages were compared in terms of treatment efficiency, granule settling behavior, and granule morphology. Granulation was achieved in both stages with more than 92% chemical oxygen demand (COD) removal efficiencies in each stage. High nutrient removal was obtained in Stage 1 since anaerobic phase was long enough (i.e., 50 min) to hydrolyze particulate matter to become available for PAOs. Primary sedimentation caused a decrease in influent organic load and COD/N ratio, as a result, low nitrogen and phosphorus removal efficiencies were observed in Stage 2 compared to Stage 1. With this study, the effect of the primary sedimentation on the biological removal performance of AGS process was revealed. COD requirement for nutrient removal in AGS systems should be assessed by considering energy generation via biogas production from primary sedimentation sludge.

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