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Mathematical simulation of dynamic behaviour of secondary settling tanks

Includes bibliogaphical references.

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Bibliographic Details
Main Author: Ozinsky, Alison Emslie
Other Authors: Ekama, George A
Format: Thesis
Language:English
Published: Department of Civil Engineering 2014
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access_status_str Open Access
author Ozinsky, Alison Emslie
author2 Ekama, George A
author_browse Ekama, George A
Ozinsky, Alison Emslie
author_facet Ekama, George A
Ozinsky, Alison Emslie
author_sort Ozinsky, Alison Emslie
collection Thesis
description Includes bibliogaphical references.
format Thesis
id oai:open.uct.ac.za:11427/8453
institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:33:43.673Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2014
publishDateRange 2014
publishDateSort 2014
publisher Department of Civil Engineering
publisherStr Department of Civil Engineering
record_format dspace
source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/8453 Mathematical simulation of dynamic behaviour of secondary settling tanks Ozinsky, Alison Emslie Ekama, George A Reddy, Daya Civil Engineering Includes bibliogaphical references. The main objective of this thesis was to bring the theoretical and practical aspects of secondary settling tank developments closer together. This was achieved firstly, by evaluating and developing empirical relationships from which the flux theory constants may be derived from simpler sludge settleability measures; and secondly, by developing a computer model for the simulation of dynamic behaviour of full scale secondary settling tanks. The model was initially developed for and tested on laboratory scale data. It was then calibrated with full scale data and used to verify the flux theory by comparing the simulated predictions and the measured results. The simulations demonstrated that a calibrated and verified dynamic settling tank model based on the flux theory and incorporating various refinements such as turbulent diffusivity implicitly encompasses such features of secondary settling tank behaviour such as maximum underflow concentration and sludge storage concentration and capacity. It was concluded that the simulation program is an improvement on previous simulation programs based purely on the steady state flux theory and should be used as a starting point for developing design theories based on the flux theory. 2014-10-17T07:25:20Z 2014-10-17T07:25:20Z 1993 Doctoral Thesis Doctoral PhD http://hdl.handle.net/11427/8453 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town
spellingShingle Civil Engineering
Ozinsky, Alison Emslie
Mathematical simulation of dynamic behaviour of secondary settling tanks
thesis_degree_str Doctoral
title Mathematical simulation of dynamic behaviour of secondary settling tanks
title_full Mathematical simulation of dynamic behaviour of secondary settling tanks
title_fullStr Mathematical simulation of dynamic behaviour of secondary settling tanks
title_full_unstemmed Mathematical simulation of dynamic behaviour of secondary settling tanks
title_short Mathematical simulation of dynamic behaviour of secondary settling tanks
title_sort mathematical simulation of dynamic behaviour of secondary settling tanks
topic Civil Engineering
url http://hdl.handle.net/11427/8453
work_keys_str_mv AT ozinskyalisonemslie mathematicalsimulationofdynamicbehaviourofsecondarysettlingtanks