scholarly journals Demand Satisfaction as a Framework for Understanding Intermittent Water Supply Systems

2019 ◽  
Vol 55 (7) ◽  
pp. 5217-5237 ◽  
Author(s):  
David D. J. Taylor ◽  
Alexander H. Slocum ◽  
Andrew J. Whittle
Author(s):  
Husnain Haider ◽  
Mohammed Hammed Alkhowaiter ◽  
M. D. Shafiquzzaman ◽  
Mohammad Alresheedi ◽  
Saleem S. AlSaleem ◽  
...  

Water ◽  
2020 ◽  
Vol 12 (3) ◽  
pp. 806
Author(s):  
Takuya Sakomoto ◽  
Mahmood Lutaaya ◽  
Edo Abraham

Intermittent water supply networks risk microbial and chemical contamination through multiple mechanisms. In particular, in the cities of developing countries, where intrusion through leaky pipes are more prevalent and the sanitation systems coverage is low, contaminated water can be a public health hazard. Although countries using intermittent water supply systems aim to change to continuous water supply systems—for example, Kampala city is targeting to change to continuous water supply by 2025 through an expansion and rehabilitation of the pipe infrastructure—it is unlikely that this transition will happen soon because of rapid urbanisation and economic feasibility challenges. Therefore, water utilities need to find ways to supply safe drinking water using existing systems until gradually changing to a continuous supply system. This study describes solutions for improving water quality in Mukono town in Uganda through a combination of water quality monitoring (e.g., identifying potential intrusion hotspots into the pipeline using field measurements) and interventions (e.g., booster chlorination). In addition to measuring and analyses of multiple chemical and microbial water quality parameters, we used EPANET 2.0 to simulate the water quality dynamics in the transport pipeline to assess the impact of interventions.


2018 ◽  
Vol 13 (2) ◽  
pp. 335-345 ◽  
Author(s):  
K. Simukonda ◽  
R. Farmani ◽  
D. Butler

Abstract Water supply systems that operate intermittently rather than continuously are highly complex. This arises from the interaction of large numbers of internal and external factors that produce major consequences for system operation and management. Handling these problems requires understanding, and to some extent eliminating, their causes. In this paper, Lusaka Water and Sewerage Company, Zambia, is used as a case study that shows how poor governance, demographic and economic dynamics, hydrologic regime change, poor system management and operation, unplanned system extensions, limited skilled manpower, poor electricity supply and lack of customer awareness all contribute to sustaining intermittent water supply. Interdisciplinary approaches are recommended to explore interplays between governance, climate change and technical factors when developing solutions to intermittent supplies.


2013 ◽  
Vol 62 (8) ◽  
pp. 552-562 ◽  
Author(s):  
Ernest Effah Ameyaw ◽  
Fayyaz Ali Memon ◽  
Josef Bicik

PLoS ONE ◽  
2018 ◽  
Vol 13 (5) ◽  
pp. e0196887 ◽  
Author(s):  
David D. J. Taylor ◽  
Alexander H. Slocum ◽  
Andrew J. Whittle

2016 ◽  
Vol 6 (4) ◽  
pp. 534-546 ◽  
Author(s):  
Shaher H. Zyoud ◽  
Hafez Shaheen ◽  
Subhi Samhan ◽  
Ayman Rabi ◽  
Firas Al-Wadi ◽  
...  

Increasing water demands, in parallel with water scarcity, force water utilities in developing countries to follow complex operation techniques for the distribution of the available amounts of water. The reduction of water losses from water supply systems can help fill the gap between supply and demand. This strategy is characterized by the variety of options, and identification of the most appropriate option is a demanding process. An integrated multi-criteria decision making framework, precisely analytic hierarchy process (AHP) is applied to prioritize water loss reduction options for a typical intermittent water supply network in Palestine. The AHP was applied to structure the decision problem into a hierarchy framework, and four groups of decision makers were engaged to evaluate the elements. The results show that the strategic plan, which comprises controlling and managing operational pressure, was the best option. The selection of this option was highly connected to the conditions of the case study and to the well-known advantages of this strategy to reduce losses. It is anticipated that the developed methodology will help water utilities to identify integrated water loss management plans that will guide utility managers to conduct better control for water losses.


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