2020
Bonthuys, Gideon Johannes; Dijk, Marco; Cavazzini, Giovanna
The Optimization of Energy Recovery Device Sizes and Locations in Municipal Water Distribution Systems during Extended-Period Simulation Journal Article
In: Water, vol. 12, iss. 9, pp. 2447, 2020, ISSN: 2073-4441.
Abstract | Links | BibTeX | Tags: energy recovery, Extended-period simulation, Genetic Algorithm, Leakage Reduction, Water distribution
@article{Bonthuys2020,
title = {The Optimization of Energy Recovery Device Sizes and Locations in Municipal Water Distribution Systems during Extended-Period Simulation},
author = {Gideon Johannes Bonthuys and Marco Dijk and Giovanna Cavazzini},
url = {https://www.mdpi.com/2073-4441/12/9/2447},
doi = {10.3390/w12092447},
issn = {2073-4441},
year = {2020},
date = {2020-01-01},
journal = {Water},
volume = {12},
issue = {9},
pages = {2447},
abstract = {Excess pressure within water distribution systems not only increases the risk for water losses through leakages but provides the potential for harnessing excess energy through the installation of energy recovery devices, such as turbines or pump-as-turbines. The effect of pressure management on leakage reduction in a system has been well documented, and the potential for pressure management through energy recovery devices has seen a growth in popularity over the past decade. Over the past 2 years, the effect of energy recovery on leakage reduction has started to enter the conversation. With the theoretical potential known, researchers have started to focus on the location of energy recovery devices within water supply and distribution systems and the optimization thereof in terms of specific installation objectives. Due to the instrumental role that both the operating pressure and flow rate plays on both leakage and potential energy, daily variation and fluctuations of these parameters have great influence on the potential energy recovery and subsequent leakage reduction within a water distribution system. This paper presents an enhanced optimization procedure, which incorporates user-defined weighted importance of specific objectives and extended-period simulations into a genetic algorithm, to identify the optimum size and location of potential installations for energy recovery and leakage reduction. The proposed procedure proved to be effective in identifying more cost-effective and realistic solutions when compared to the procedure proposed in the literature.},
keywords = {energy recovery, Extended-period simulation, Genetic Algorithm, Leakage Reduction, Water distribution},
pubstate = {published},
tppubtype = {article}
}
Excess pressure within water distribution systems not only increases the risk for water losses through leakages but provides the potential for harnessing excess energy through the installation of energy recovery devices, such as turbines or pump-as-turbines. The effect of pressure management on leakage reduction in a system has been well documented, and the potential for pressure management through energy recovery devices has seen a growth in popularity over the past decade. Over the past 2 years, the effect of energy recovery on leakage reduction has started to enter the conversation. With the theoretical potential known, researchers have started to focus on the location of energy recovery devices within water supply and distribution systems and the optimization thereof in terms of specific installation objectives. Due to the instrumental role that both the operating pressure and flow rate plays on both leakage and potential energy, daily variation and fluctuations of these parameters have great influence on the potential energy recovery and subsequent leakage reduction within a water distribution system. This paper presents an enhanced optimization procedure, which incorporates user-defined weighted importance of specific objectives and extended-period simulations into a genetic algorithm, to identify the optimum size and location of potential installations for energy recovery and leakage reduction. The proposed procedure proved to be effective in identifying more cost-effective and realistic solutions when compared to the procedure proposed in the literature.
2019
Bonthuys, Gideon Johannes; Dijk, Marco; Cavazzini, Giovanna
Leveraging water infrastructure asset management for energy recovery and leakage reduction Journal Article
In: Sustainable Cities and Society, vol. 46, iss. January, pp. 101434, 2019, ISSN: 22106707.
Abstract | Links | BibTeX | Tags: Asset management, energy recovery, Leakage Reduction, Municipal water infrastructure
@article{Bonthuys2019,
title = {Leveraging water infrastructure asset management for energy recovery and leakage reduction},
author = {Gideon Johannes Bonthuys and Marco Dijk and Giovanna Cavazzini},
url = {https://www.sciencedirect.com/science/article/pii/S221067071832081X https://linkinghub.elsevier.com/retrieve/pii/S221067071832081X},
doi = {10.1016/j.scs.2019.101434},
issn = {22106707},
year = {2019},
date = {2019-01-01},
journal = {Sustainable Cities and Society},
volume = {46},
issue = {January},
pages = {101434},
publisher = {Elsevier},
abstract = {The purpose of this paper is to bridge the gap between the awareness of potential for energy recovery within Municipal Water Distribution Systems and the lack of knowledge of the extent and location of such potential so as to increase the sustainability and resilience of South African cities. This is done by leveraging asset management data, contained within municipal infrastructure asset registers and asset management plans, to identify energy recovery and leakage reduction potential. Data from asset registers and customer profiling within the municipal asset management plans were used to develop a hydraulic model for a municipal water distribution system. The customer service charter within the asset management plans describes the level of service, which was used in evaluating minimum operating pressures within the system. Comparing this to a pressure profile from the hydraulic analysis of the model, identifies excess pressure areas, exploitable for energy recovery. The novelty of this research is the exploitation of asset management data from Infrastructure Asset Management Plans and Asset Registers for the development of a hydraulic model to analyse energy recovery and leakage potential within a municipal water distribution system. Asset management data were used to identify an average annual preliminary energy recovery potential within the Polokwane Central District Metered Area of 2.3 GW h, resulting in an average annual leakage reduction potential between 3.3% and 4.2% of potable water, adding to the asset management value chain.},
keywords = {Asset management, energy recovery, Leakage Reduction, Municipal water infrastructure},
pubstate = {published},
tppubtype = {article}
}
The purpose of this paper is to bridge the gap between the awareness of potential for energy recovery within Municipal Water Distribution Systems and the lack of knowledge of the extent and location of such potential so as to increase the sustainability and resilience of South African cities. This is done by leveraging asset management data, contained within municipal infrastructure asset registers and asset management plans, to identify energy recovery and leakage reduction potential. Data from asset registers and customer profiling within the municipal asset management plans were used to develop a hydraulic model for a municipal water distribution system. The customer service charter within the asset management plans describes the level of service, which was used in evaluating minimum operating pressures within the system. Comparing this to a pressure profile from the hydraulic analysis of the model, identifies excess pressure areas, exploitable for energy recovery. The novelty of this research is the exploitation of asset management data from Infrastructure Asset Management Plans and Asset Registers for the development of a hydraulic model to analyse energy recovery and leakage potential within a municipal water distribution system. Asset management data were used to identify an average annual preliminary energy recovery potential within the Polokwane Central District Metered Area of 2.3 GW h, resulting in an average annual leakage reduction potential between 3.3% and 4.2% of potable water, adding to the asset management value chain.
