Modelling of high-rate activated sludge process: Assessment of model parameters by sensitivity and uncertainty analyses.

Adsorption Calibration protocol Dynamic modelling Nutrients Storage

Journal

The Science of the total environment
ISSN: 1879-1026
Titre abrégé: Sci Total Environ
Pays: Netherlands
ID NLM: 0330500

Informations de publication

Date de publication:
14 Jan 2024
Historique:
received: 22 09 2023
revised: 29 12 2023
accepted: 09 01 2024
medline: 17 1 2024
pubmed: 17 1 2024
entrez: 16 1 2024
Statut: aheadofprint

Résumé

The objective of this study is to develop a mechanistic model to predict the long-term dynamic performance of High-Rate Activated Sludge (HRAS) process, including the removal of carbon (COD), nitrogen (N), and phosphorus (P). The model was formulated with inspiration from Activated Sludge Models No. 1 and 3 (ASM1 and ASM3) to incorporate essential mechanisms, such as adsorption and storage substrate, specific to HRAS systems. A stepwise protocol was followed for calibration with dynamic data from a pilot-scale HRAS plant. Sensitivity analysis identified influential model parameters, including maximum specific growth rate (μ), growth yield (Y

Identifiants

pubmed: 38228239
pii: S0048-9697(24)00236-5
doi: 10.1016/j.scitotenv.2024.170102
pii:
doi:

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

170102

Informations de copyright

Copyright © 2024. Published by Elsevier B.V.

Auteurs

Hazal Gulhan (H)

Istanbul Technical University, Civil Engineering Faculty, Environmental Engineering Department, Ayazaga Campus, Maslak 34469, Istanbul, Turkey. Electronic address: gulhan@itu.edu.tr.

Reza Faraji Dizaji (RF)

Istanbul Technical University, Civil Engineering Faculty, Environmental Engineering Department, Ayazaga Campus, Maslak 34469, Istanbul, Turkey.

Muhammed Nimet Hamidi (MN)

Istanbul Technical University, Civil Engineering Faculty, Environmental Engineering Department, Ayazaga Campus, Maslak 34469, Istanbul, Turkey.

Amr Mustafa Abdelrahman (AM)

Istanbul Technical University, Civil Engineering Faculty, Environmental Engineering Department, Ayazaga Campus, Maslak 34469, Istanbul, Turkey.

Safak Basa (S)

ISKI, Istanbul Water and Sewerage Administration, Eyup 34060, Istanbul, Turkey.

Seyma Cingoz (S)

ISKI, Istanbul Water and Sewerage Administration, Eyup 34060, Istanbul, Turkey.

Ismail Koyuncu (I)

Istanbul Technical University, Civil Engineering Faculty, Environmental Engineering Department, Ayazaga Campus, Maslak 34469, Istanbul, Turkey; National Research Center on Membrane Technologies, Istanbul Technical University, 34469 Maslak, Istanbul, Turkey.

Huseyin Guven (H)

Istanbul Technical University, Civil Engineering Faculty, Environmental Engineering Department, Ayazaga Campus, Maslak 34469, Istanbul, Turkey.

Hale Ozgun (H)

Istanbul Technical University, Civil Engineering Faculty, Environmental Engineering Department, Ayazaga Campus, Maslak 34469, Istanbul, Turkey; National Research Center on Membrane Technologies, Istanbul Technical University, 34469 Maslak, Istanbul, Turkey.

Mustafa Evren Ersahin (ME)

Istanbul Technical University, Civil Engineering Faculty, Environmental Engineering Department, Ayazaga Campus, Maslak 34469, Istanbul, Turkey; National Research Center on Membrane Technologies, Istanbul Technical University, 34469 Maslak, Istanbul, Turkey.

Recep Kaan Dereli (RK)

University College Dublin, School of Chemical and Bioprocess Engineering, Belfield, Dublin 4, Ireland.

Izzet Ozturk (I)

Istanbul Technical University, Civil Engineering Faculty, Environmental Engineering Department, Ayazaga Campus, Maslak 34469, Istanbul, Turkey.

Classifications MeSH