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The relationship between consumer demand and pressure in a selected pressure managed zone in Cape Town

Water is a basic need and a limited resource across the world. Climate change, pollution, population growth, irrigation and urban development, among others, contribute to the issues faced with respect to availability of quality of water resources and security of water supply for consumption. Pressur...

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Main Author: Alves De Sousa, Melissa
Other Authors: Van Zyl, J E
Format: Thesis
Language:English
Published: Department of Civil Engineering 2021
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access_status_str Open Access
author Alves De Sousa, Melissa
author2 Van Zyl, J E
author_browse Alves De Sousa, Melissa
Van Zyl, J E
author_facet Van Zyl, J E
Alves De Sousa, Melissa
author_sort Alves De Sousa, Melissa
collection Thesis
description Water is a basic need and a limited resource across the world. Climate change, pollution, population growth, irrigation and urban development, among others, contribute to the issues faced with respect to availability of quality of water resources and security of water supply for consumption. Pressure management, is the most common and feasible demand management initiative implemented by the City of Cape Town Metro. The main focus of these initiatives is to reduce water losses within the water distribution system. Influence of pressure on water consumption is also observed, but has not been as well investigated as with leakage-pressure relationships. This study aims to assess the impact of change in system pressure on consumer water demand. To do this a pressure managed DMA and Control DMA was identified. The billed consumption data was analysed for 11 months before and 11 months after the pressure management period. A control DMA served to verify that the consumption reduction was as a result of pressure management and not any other intervention. Furthermore, this study involved the collection and analyses of the logged system flow data prior to and post commissioning of pressure management. Pressure is not fixed and varies overtime. The Average Zone Pressure was not available from logged data and was calculated by simulating the hydraulic model to reflect the system conditions prior and post commissioning of the pressure managed DMA. Following that, an investigation into how the leakage responds to pressure was performed. Since the latter affects the demand response to pressure. It was then decided to separate the leakage from consumption. In order to do this, various leakage parameters were calculated and randomly distributed across the system. To analyse the leakage before and after pressure management, two types of models were used, namely 1) Epanet Model (based on the Orifice Equation) and 2) the Epaleaks Model (based on the Modified Orifice Equation). N3 is the coefficient of elasticity. This coefficient represents the relationship between pressure and flow rate. Normal N3 analysis was performed on the available data. N3 was calculated for the system consumption, based on the logged data and a sample of the billed consumption records. The power regression model suggests an N3 of approximately 0.05 to 0.06 for the system based on a sample of filtered billed consumption data. However, in the case of the entire system's end use consumption the N3 value is approximately 0.4. Overall, the N3 values compared reasonably well with other studies in the range of 0.04 to 0.29 and in some cases ≈0.5.
format Thesis
id oai:open.uct.ac.za:11427/32656
institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:32:18.917Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2021
publishDateRange 2021
publishDateSort 2021
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:11427/32656 The relationship between consumer demand and pressure in a selected pressure managed zone in Cape Town Alves De Sousa, Melissa Van Zyl, J E Engineering Water is a basic need and a limited resource across the world. Climate change, pollution, population growth, irrigation and urban development, among others, contribute to the issues faced with respect to availability of quality of water resources and security of water supply for consumption. Pressure management, is the most common and feasible demand management initiative implemented by the City of Cape Town Metro. The main focus of these initiatives is to reduce water losses within the water distribution system. Influence of pressure on water consumption is also observed, but has not been as well investigated as with leakage-pressure relationships. This study aims to assess the impact of change in system pressure on consumer water demand. To do this a pressure managed DMA and Control DMA was identified. The billed consumption data was analysed for 11 months before and 11 months after the pressure management period. A control DMA served to verify that the consumption reduction was as a result of pressure management and not any other intervention. Furthermore, this study involved the collection and analyses of the logged system flow data prior to and post commissioning of pressure management. Pressure is not fixed and varies overtime. The Average Zone Pressure was not available from logged data and was calculated by simulating the hydraulic model to reflect the system conditions prior and post commissioning of the pressure managed DMA. Following that, an investigation into how the leakage responds to pressure was performed. Since the latter affects the demand response to pressure. It was then decided to separate the leakage from consumption. In order to do this, various leakage parameters were calculated and randomly distributed across the system. To analyse the leakage before and after pressure management, two types of models were used, namely 1) Epanet Model (based on the Orifice Equation) and 2) the Epaleaks Model (based on the Modified Orifice Equation). N3 is the coefficient of elasticity. This coefficient represents the relationship between pressure and flow rate. Normal N3 analysis was performed on the available data. N3 was calculated for the system consumption, based on the logged data and a sample of the billed consumption records. The power regression model suggests an N3 of approximately 0.05 to 0.06 for the system based on a sample of filtered billed consumption data. However, in the case of the entire system's end use consumption the N3 value is approximately 0.4. Overall, the N3 values compared reasonably well with other studies in the range of 0.04 to 0.29 and in some cases ≈0.5. 2021-01-22T07:50:57Z 2021-01-22T07:50:57Z 2020 2021-01-22T06:55:08Z Master Thesis Masters MSc http://hdl.handle.net/11427/32656 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment
spellingShingle Engineering
Alves De Sousa, Melissa
The relationship between consumer demand and pressure in a selected pressure managed zone in Cape Town
thesis_degree_str Master's
title The relationship between consumer demand and pressure in a selected pressure managed zone in Cape Town
title_full The relationship between consumer demand and pressure in a selected pressure managed zone in Cape Town
title_fullStr The relationship between consumer demand and pressure in a selected pressure managed zone in Cape Town
title_full_unstemmed The relationship between consumer demand and pressure in a selected pressure managed zone in Cape Town
title_short The relationship between consumer demand and pressure in a selected pressure managed zone in Cape Town
title_sort relationship between consumer demand and pressure in a selected pressure managed zone in cape town
topic Engineering
url http://hdl.handle.net/11427/32656
work_keys_str_mv AT alvesdesousamelissa therelationshipbetweenconsumerdemandandpressureinaselectedpressuremanagedzoneincapetown
AT alvesdesousamelissa relationshipbetweenconsumerdemandandpressureinaselectedpressuremanagedzoneincapetown