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The Development of a Calibration Methodology for a Realistic Primary Settling Tank (PST) Model

The comprehensive characterisation of influent waste to water and resource recovery facilities (WRRFs) is key to tracking the material elements through the entire WRRF system to ensure accurate prediction of system behaviour/performance or avoidance of system failure. Current models for activated sl...

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Main Author: Matesun, Joshua
Other Authors: Ikumi, David
Format: Thesis
Published: Faculty of Engineering and the Built Environment 2023
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access_status_str Open Access
author Matesun, Joshua
author2 Ikumi, David
author_browse Ikumi, David
Matesun, Joshua
author_facet Ikumi, David
Matesun, Joshua
author_sort Matesun, Joshua
collection Thesis
description The comprehensive characterisation of influent waste to water and resource recovery facilities (WRRFs) is key to tracking the material elements through the entire WRRF system to ensure accurate prediction of system behaviour/performance or avoidance of system failure. Current models for activated sludge (AS) and anaerobic digestion (AD) unit processes of WRRF are well verified. However, previous models that replicated primary sedimentation units assumed that all the total settleable solids (TSS) components settled at the same velocities, which resulted in poor predictions of primary sludge characteristics and subsequently poor AD model predictions (with the PST underflow linked to AD in plant-wide settings). In this investigation, the raw wastewater entering the WRRF via the primary settling tank (PST) is comprehensively characterised by categorising the TSS according to inorganic settleable solids (ISS), biodegradable particulate organics (BPO) and unbiodegradable particulate organics (UPO), each with five settling velocity distributions profiles. The BPO is further defined in terms of its elemental composition and hydrolysis rate kinetic constants to allow for accurate prediction of the AD system performance, when linked to the virtual PST. With the composition of raw wastewater and primary sludge (PS) known the settled wastewater that leads to the activated sludge (AS) system can be determined using the principles of material mass balance over the PST unit process. This project introduces (i) the modification of the University of Cape Town Primary Sedimentation Unit (UCTPSU) physical process model of Polorigni (2020), by the inclusion of hydrolysis and acid fermentation bio-processes and (ii) calibration of the UCTPSU model through (a) the performance of a sensitivity analysis on the modified UCTPSU model and (b) utilisation of information generated from settleometer tests and augmented bio-methane potential (ABMP) tests to accurately predict the characteristics of PS to AD and settled wastewater to AS systems, hence allow for accurate tracking of elements along the entire WRRF, when using the model for design and optimised operation of WRRF systems. The settleometer, AD and ABMP tests showed that primary sewage sludge (or the total settleable solids) fractionated according to the particle size and density, and their corresponding wastewater characteristics were determined. The findings also showed that the unbiodegradable particulate organics formed the largest total settleable solid components removed from the PST underflow.
format Thesis
id oai:open.uct.ac.za:11427/37987
institution University of Cape Town (South Africa)
last_indexed 2026-06-10T12:31:54.917Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2023
publishDateRange 2023
publishDateSort 2023
publisher Faculty of Engineering and the Built Environment
publisherStr Faculty of Engineering and the Built Environment
record_format dspace
source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/37987 The Development of a Calibration Methodology for a Realistic Primary Settling Tank (PST) Model Matesun, Joshua Ikumi, David Civil Engineering The comprehensive characterisation of influent waste to water and resource recovery facilities (WRRFs) is key to tracking the material elements through the entire WRRF system to ensure accurate prediction of system behaviour/performance or avoidance of system failure. Current models for activated sludge (AS) and anaerobic digestion (AD) unit processes of WRRF are well verified. However, previous models that replicated primary sedimentation units assumed that all the total settleable solids (TSS) components settled at the same velocities, which resulted in poor predictions of primary sludge characteristics and subsequently poor AD model predictions (with the PST underflow linked to AD in plant-wide settings). In this investigation, the raw wastewater entering the WRRF via the primary settling tank (PST) is comprehensively characterised by categorising the TSS according to inorganic settleable solids (ISS), biodegradable particulate organics (BPO) and unbiodegradable particulate organics (UPO), each with five settling velocity distributions profiles. The BPO is further defined in terms of its elemental composition and hydrolysis rate kinetic constants to allow for accurate prediction of the AD system performance, when linked to the virtual PST. With the composition of raw wastewater and primary sludge (PS) known the settled wastewater that leads to the activated sludge (AS) system can be determined using the principles of material mass balance over the PST unit process. This project introduces (i) the modification of the University of Cape Town Primary Sedimentation Unit (UCTPSU) physical process model of Polorigni (2020), by the inclusion of hydrolysis and acid fermentation bio-processes and (ii) calibration of the UCTPSU model through (a) the performance of a sensitivity analysis on the modified UCTPSU model and (b) utilisation of information generated from settleometer tests and augmented bio-methane potential (ABMP) tests to accurately predict the characteristics of PS to AD and settled wastewater to AS systems, hence allow for accurate tracking of elements along the entire WRRF, when using the model for design and optimised operation of WRRF systems. The settleometer, AD and ABMP tests showed that primary sewage sludge (or the total settleable solids) fractionated according to the particle size and density, and their corresponding wastewater characteristics were determined. The findings also showed that the unbiodegradable particulate organics formed the largest total settleable solid components removed from the PST underflow. 2023-06-28T07:10:27Z 2023-06-28T07:10:27Z 2020 Thesis / Dissertation Masters http://hdl.handle.net/11427/37987 application/pdf Faculty of Engineering and the Built Environment University of Cape Town
spellingShingle Civil Engineering
Matesun, Joshua
The Development of a Calibration Methodology for a Realistic Primary Settling Tank (PST) Model
thesis_degree_str Master's
title The Development of a Calibration Methodology for a Realistic Primary Settling Tank (PST) Model
title_full The Development of a Calibration Methodology for a Realistic Primary Settling Tank (PST) Model
title_fullStr The Development of a Calibration Methodology for a Realistic Primary Settling Tank (PST) Model
title_full_unstemmed The Development of a Calibration Methodology for a Realistic Primary Settling Tank (PST) Model
title_short The Development of a Calibration Methodology for a Realistic Primary Settling Tank (PST) Model
title_sort development of a calibration methodology for a realistic primary settling tank pst model
topic Civil Engineering
url http://hdl.handle.net/11427/37987
work_keys_str_mv AT matesunjoshua thedevelopmentofacalibrationmethodologyforarealisticprimarysettlingtankpstmodel
AT matesunjoshua developmentofacalibrationmethodologyforarealisticprimarysettlingtankpstmodel