Optimal risk-based design of bulk water supply systems
| dc.contributor.advisor | Van Zyl, J E | en_ZA |
| dc.contributor.author | Vlok, Gustav | en_ZA |
| dc.date.accessioned | 2015-01-15T11:24:35Z | |
| dc.date.available | 2015-01-15T11:24:35Z | |
| dc.date.issued | 2010 | en_ZA |
| dc.description | Includes abstract. | en_ZA |
| dc.description | Includes bibliographical references (leaves 122-124). | en_ZA |
| dc.description.abstract | Bulk water supply systems generally consist of a source of water, a conveyor (feeder pipe, canal etc.) and a storage facility. Designing bulk water supply systems includes the sizing of these components to ensure a functional system...The study follows the same methods that have been used by researchers at the University of Johannesburg in recent years. A Monte Carlo simulation method is used through the use of the Mocasim II software. | en_ZA |
| dc.identifier.apacitation | Vlok, G. (2010). <i>Optimal risk-based design of bulk water supply systems</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering. Retrieved from http://hdl.handle.net/11427/12211 | en_ZA |
| dc.identifier.chicagocitation | Vlok, Gustav. <i>"Optimal risk-based design of bulk water supply systems."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 2010. http://hdl.handle.net/11427/12211 | en_ZA |
| dc.identifier.citation | Vlok, G. 2010. Optimal risk-based design of bulk water supply systems. University of Cape Town. | en_ZA |
| dc.identifier.ris | TY - Thesis / Dissertation AU - Vlok, Gustav AB - Bulk water supply systems generally consist of a source of water, a conveyor (feeder pipe, canal etc.) and a storage facility. Designing bulk water supply systems includes the sizing of these components to ensure a functional system...The study follows the same methods that have been used by researchers at the University of Johannesburg in recent years. A Monte Carlo simulation method is used through the use of the Mocasim II software. DA - 2010 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 2010 T1 - Optimal risk-based design of bulk water supply systems TI - Optimal risk-based design of bulk water supply systems UR - http://hdl.handle.net/11427/12211 ER - | en_ZA |
| dc.identifier.uri | http://hdl.handle.net/11427/12211 | |
| dc.identifier.vancouvercitation | Vlok G. Optimal risk-based design of bulk water supply systems. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,Department of Civil Engineering, 2010 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/12211 | en_ZA |
| dc.language.iso | eng | en_ZA |
| dc.publisher.department | Department of Civil Engineering | en_ZA |
| dc.publisher.faculty | Faculty of Engineering and the Built Environment | |
| dc.publisher.institution | University of Cape Town | |
| dc.subject.other | Civil Engineering | en_ZA |
| dc.title | Optimal risk-based design of bulk water supply systems | en_ZA |
| dc.type | Master Thesis | |
| dc.type.qualificationlevel | Masters | |
| dc.type.qualificationname | MSc | en_ZA |
| uct.type.filetype | Text | |
| uct.type.filetype | Image | |
| uct.type.publication | Research | en_ZA |
| uct.type.resource | Thesis | en_ZA |
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