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dc.contributor.authorDaudelin, Francoisen
dc.date.accessioned2020-06-04T14:25:04Z
dc.date.available2020-06-04T14:25:04Z
dc.identifier.urihttp://hdl.handle.net/1974/27889
dc.description.abstractWaste stabilization pond (WSP) systems are a simple and low-cost form of wastewater treatment. Forecasting the treatment efficiency of these systems can be challenging given the complexity of their treatment processes and their dependence on changing climatic conditions. In WSP design, these treatment forecasting uncertainties are compounded by inaccuracies in population statistics. In this thesis, two studies were conducted to develop uncertainty-based methods of design for WSPs. In the first study, a simple uncertainty-based method of design for a facultative-maturation pond system was proposed based on the removal of biochemical oxygen demand and Escherichia coli. Removal of contaminants was modeled using first kinetics assuming a dispersed flow hydraulic regime with uncertainties propagated using Monte Carlo simulations. A sensitivity analysis method was also described for factor prioritization and factor fixing. The method’s use in practice was presented using a case study for the design of a pond system treating residential wastewater. The second study explores two approaches for the integration of a steady state temperature model (SSTM) and a transient bulk temperature model (TBTM) into an uncertainty-based WSP design method. The design method was based on the removal of biochemical oxygen demand using a first order kinetic model assuming a plug flow hydraulic regime. Uncertainties were propagated using Monte Carlo simulations. A case study with two design scenarios was conducted for the sizing of a standalone facultative pond treating residential wastewater. The first design scenario employed the uncertainty-based method with the SSTM approach while the second made use of the TBTM approach. The uncertainty-based method using the SSTM approach produced area requirements 76% larger than the TBTM approach. The significant difference in area requirement estimates of both approaches highlights a need for the accurate modelling of pond temperature and its uncertainty in uncertainty-based design.en
dc.language.isoengen
dc.relation.ispartofseriesCanadian thesesen
dc.rightsQueen's University's Thesis/Dissertation Non-Exclusive License for Deposit to QSpace and Library and Archives Canadaen
dc.rightsProQuest PhD and Master's Theses International Dissemination Agreementen
dc.rightsIntellectual Property Guidelines at Queen's Universityen
dc.rightsCopying and Preserving Your Thesisen
dc.rightsThis publication is made available by the authority of the copyright owner solely for the purpose of private study and research and may not be copied or reproduced except as permitted by the copyright laws without written authority from the copyright owner.en
dc.rightsAttribution 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/us/*
dc.subjectWastewateren
dc.subjectDesignen
dc.subjectProbabilisticen
dc.subjectTreatmenten
dc.subjectWaste Stabilization Pondsen
dc.subjectUncertaintyen
dc.subjectSensitivity Analysisen
dc.titleSafety Through Uncertainty in Wastewater Treatment: Monte Carlo Simulation-Based First Order Kinetic Design of Waste Stabilization Pondsen
dc.typethesisen
dc.description.degreeM.A.Sc.en
dc.contributor.supervisorChampagne, Pascale
dc.contributor.supervisorMabee, Warren
dc.contributor.departmentCivil Engineeringen
dc.embargo.termsI am trying to publish two of the chapters. I would like to restrict my thesis for one year.en
dc.embargo.liftdate2021-05-31
dc.degree.grantorQueen's University at Kingstonen


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Queen's University's Thesis/Dissertation Non-Exclusive License for Deposit to QSpace and Library and Archives Canada
Except where otherwise noted, this item's license is described as Queen's University's Thesis/Dissertation Non-Exclusive License for Deposit to QSpace and Library and Archives Canada