The development of a three phase plant-wide mathematical model for sewage treatment

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dc.contributor.advisorEkama, George Aen_ZA
dc.contributor.authorIkumi, David Sen_ZA
dc.date.accessioned2015-01-06T06:54:06Z
dc.date.available2015-01-06T06:54:06Z
dc.date.issued2011en_ZA
dc.descriptionIncludes abstract.en_ZA
dc.descriptionIncludes bibliographical references.en_ZA
dc.description.abstractTo aid in finding the most cost effective methods for the design and operation of wastewater treatment plants, for minimization of energy consumption and cost while maximizing nutrient recovery and improving effluent quality, the purpose of this project is to develop three phase (aqueous-gas-solid) steady state and dynamic mathematical models for the anaerobic and aerobic digestion of sludge; including waste activated sludge (WAS) produced by biological excess phosphorus removal (BEPR) plants, within a plant-wide setting.en_ZA
dc.identifier.apacitationIkumi, D. S. (2011). <i>The development of a three phase plant-wide mathematical model for sewage treatment</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/11519en_ZA
dc.identifier.chicagocitationIkumi, David S. <i>"The development of a three phase plant-wide mathematical model for sewage treatment."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 2011. http://hdl.handle.net/11427/11519en_ZA
dc.identifier.citationIkumi, D. 2011. The development of a three phase plant-wide mathematical model for sewage treatment. University of Cape Town.en_ZA
dc.identifier.ris TY - Thesis / Dissertation AU - Ikumi, David S AB - To aid in finding the most cost effective methods for the design and operation of wastewater treatment plants, for minimization of energy consumption and cost while maximizing nutrient recovery and improving effluent quality, the purpose of this project is to develop three phase (aqueous-gas-solid) steady state and dynamic mathematical models for the anaerobic and aerobic digestion of sludge; including waste activated sludge (WAS) produced by biological excess phosphorus removal (BEPR) plants, within a plant-wide setting. DA - 2011 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 2011 T1 - The development of a three phase plant-wide mathematical model for sewage treatment TI - The development of a three phase plant-wide mathematical model for sewage treatment UR - http://hdl.handle.net/11427/11519 ER - en_ZA
dc.identifier.urihttp://hdl.handle.net/11427/11519
dc.identifier.vancouvercitationIkumi DS. The development of a three phase plant-wide mathematical model for sewage treatment. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 2011 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/11519en_ZA
dc.language.isoengen_ZA
dc.publisher.departmentDepartment of Civil Engineeringen_ZA
dc.publisher.facultyFaculty of Engineering and the Built Environment
dc.publisher.institutionUniversity of Cape Town
dc.subject.otherCivil Engineeringen_ZA
dc.titleThe development of a three phase plant-wide mathematical model for sewage treatmenten_ZA
dc.typeDoctoral Thesis
dc.type.qualificationlevelDoctoral
dc.type.qualificationnamePhDen_ZA
uct.type.filetypeText
uct.type.filetypeImage
uct.type.publicationResearchen_ZA
uct.type.resourceThesisen_ZA
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