Utilizing analytic hierarchy process (AHP) for decision making in water loss management of intermittent water supply systems

2016 ◽  
Vol 6 (4) ◽  
pp. 534-546 ◽  
Author(s):  
Shaher H. Zyoud ◽  
Hafez Shaheen ◽  
Subhi Samhan ◽  
Ayman Rabi ◽  
Firas Al-Wadi ◽  
...  
Keyword(s):  
Water Supply ◽  
Water Loss ◽  
Water Utilities ◽  
Water Supply Systems ◽  
Analytic Hierarchy ◽  
Water Losses ◽  
Intermittent Water Supply ◽  
Hierarchy Process ◽  
Supply Systems ◽  
Water Loss Management

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.

Comparison of Several Decision-Making Techniques: A Case of Water Losses Management in Developing Countries

2019 ◽  
Vol 18 (05) ◽  
pp. 1551-1578 ◽  
Author(s):  
Shaher H. Zyoud ◽  
Daniela Fuchs-Hanusch
Keyword(s):  
Decision Making ◽  
Sensitivity Analysis ◽  
Fuzzy Ahp ◽  
Water Supply Systems ◽  
Multi Criteria Decision Making ◽  
Analytic Hierarchy ◽  
Water Losses ◽  
Hierarchy Process ◽  
Supply Systems ◽  
Water Loss Management

Managing water losses in water supply systems has become a crucial concern. Multi criteria decision-making (MCDM) techniques are efficient in this regard. A framework of prioritizing strategies to manage water losses was tested by different MCDM techniques, Analytic Hierarchy Process (AHP) and several Fuzzy AHP techniques. The modified Fuzzy AHP produced the most credible and consistent outputs. Sensitivity analysis conducted over it showed that the ranking of strategies/alternatives was sensitive to changes in weights of criteria with higher importance. This analysis demonstrates the ability of AHP and Fuzzy AHP techniques to deal with complex issues in water loss management.

Reduction of Apparent Water Losses

2017 ◽  
Author(s):  
Mindaugas Rimeika ◽  
Ramunė Albrektienė
Keyword(s):  
Water Supply ◽  
Water Consumption ◽  
Water Loss ◽  
Water Volume ◽  
Water Supply Systems ◽  
Water Losses ◽  
Consumption Data ◽  
Average Water ◽  
Local Water ◽  
Supply Systems

The water loss levels are very different between European countries as water loss varies from 7% to 50%. According to data from the Lithuanian Water Supply Association, in 2015 about 124 mln. m³ of ground water was supplied to the network, but only 94 mln. m³ of it was sold, while the remaining share represented water losses – 30 mln. m³ per year. An average water loss level in Lithuania is 24%, varying from 52% to 17%. Local water utilities take a little care of apparent water losses. This article deals with an investigation of apparent losses in Alytus and other cities in Lithuania. The reduction of apparent water losses is quite a different field as it does not require large additional investments and can produce quick and efficient results. Article presents the results on the ways for reduction of apparent water losses in Lithuanian water supply systems. The aim of research is to show that apparent water losses consist of considerable share of water losses and to prove that inconsiderable efforts can significantly cut down water losses and improve the utilities’ financial situation. Article present findings of night water consumption, used for DMA allowed minimum water calculation. Analysing water consumption data in blockhouses the minimum night water volume was determined (0.9 l/h/flat).

Application of performance indicators to control losses - results from the Portuguese water sector

2003 ◽  
Vol 3 (1-2) ◽  
pp. 127-133 ◽  
Author(s):  
R. Cunha Marques ◽  
A.J. Monteiro
Keyword(s):  
Water Supply ◽  
Performance Indicators ◽  
Economic Value ◽  
Water Utilities ◽  
Water Supply Systems ◽  
Water Losses ◽  
Portuguese Water ◽  
Accounting Control ◽  
The One ◽  
Supply Systems

More and more the problem of water losses and leakages in water supply systems is becoming important in the management of water utilities. No matter how developed a country is, there is a growing and general awareness of this subject. Among the several motivations that contribute to this growing concern are, without doubt, the shortage of resources availability in several water supply systems on the one hand and, on the other hand, the economic value of the volume of water lost. Portugal is no exception. In recent years, there has been some dynamism in the sector in the accounting, control, leakages and loss detection, mainly in the biggest systems. This paper presents an approach to the control of water leakages and losses through the setting of performance indicators that allow the evaluation and characterization of the management entity for this aspect. Some results of those indicators will also be described here, as well as their application to several Portuguese water utilities and the assessment methodology of the results obtained. This paper also puts into evidence expressions and correlation curves between the different indicators and factors that directly or indirectly interfere in the result of the water utilities’ performance with relation to the water losses and leakages presented.

Source to Tap Risk Assessment for Intermittent Water Supply Systems in Arid Regions: An Integrated FTA—Fuzzy FMEA Methodology

2021 ◽  
Author(s):  
Husnain Haider ◽  
Mohammed Hammed Alkhowaiter ◽  
M. D. Shafiquzzaman ◽  
Mohammad Alresheedi ◽  
Saleem S. AlSaleem ◽  
...  
Keyword(s):  
Risk Assessment ◽  
Water Supply ◽  
Arid Regions ◽  
Water Supply Systems ◽  
Intermittent Water Supply ◽  
Fuzzy Fmea ◽  
Supply Systems

scholarly journals Water Use Efficiency Current Status Assessment in the Context of WATenERgy CYCLE Project

Proceedings ◽  
2018 ◽  
Vol 2 (11) ◽  
pp. 602
Author(s):  
Stavroula Tsitsifli ◽  
Anastasia Papadopoulou ◽  
Vasilis Kanakoudis ◽  
Konstantinos Gonelas
Keyword(s):  
Water Supply ◽  
Water Use Efficiency ◽  
Water Use ◽  
Methodological Approach ◽  
National Level ◽  
Water Utilities ◽  
Current Status ◽  
Water Supply Systems ◽  
Use Efficiency ◽  
Supply Systems

Water use efficiency is a crucial issue in drinking water utilities as it is connected to environmental and economic consequences. WATenERgy CYCLE project aims at developing a methodological approach towards efficient and effective transnational water and energy resources management in the Balkan–Mediterranean area. The paper presents the results of performance evaluation of the water supply systems of the water utilities involved in the project, both at local and national level. The methodology used in the water balance and performance indicators as well as data on the operational status of the water supply systems. The results showed that Non-Revenue Water is one of the major problems addressed.

scholarly journals Managing Water Quality in Intermittent Supply Systems: The Case of Mukono Town, Uganda

Water ◽  
2020 ◽  
Vol 12 (3) ◽  
pp. 806
Author(s):  
Takuya Sakomoto ◽  
Mahmood Lutaaya ◽  
Edo Abraham
Keyword(s):  
Water Quality ◽  
Water Supply ◽  
Health Hazard ◽  
Water Quality Monitoring ◽  
Economic Feasibility ◽  
Water Supply Systems ◽  
Chemical Contamination ◽  
Intermittent Water Supply ◽  
The Impact ◽  
Supply Systems

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.

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
Keyword(s):  
Water Supply ◽  
Water Supply Systems ◽  
Intermittent Water Supply ◽  
Supply Systems

scholarly journals Information technologies implementation for reducing water losses in water supply systems

2020 ◽  
Vol 164 ◽  
pp. 01005
Author(s):  
Dmitry Serov
Keyword(s):  
Water Supply ◽  
Water Consumption ◽  
Information Technologies ◽  
Automated System ◽  
Water Supply Systems ◽  
Water Losses ◽  
Saint Petersburg ◽  
Russian Water ◽  
Automation Systems ◽  
Supply Systems

The article discusses the elements of an automated system for collecting, storing and transmitting data on water consumption, modern metering devices, data collection and transmission devices. The author analyzes the shortcomings of existing accounting and analysis automation systems at Russian water utilities. A comprehensive approach to automated systems in the field of water consumption accounting is proposed. The article considers the experience of the State unitary enterprise “Vodokanal of Saint Petersburg” in the sphere development and application of a single automated complex for diagnostics, monitoring and management of the water supply network. The goals and main functions of the complex are revealed, the main stages and results of its implementation are presented.

scholarly journals q-Rung Orthopair Fuzzy Geometric Aggregation Operators Based on Generalized and Group-Generalized Parameters with Application to Water Loss Management

Symmetry ◽  
2020 ◽  
Vol 12 (8) ◽  
pp. 1236
Author(s):  
Muhammad Riaz ◽  
Ayesha Razzaq ◽  
Humaira Kalsoom ◽  
Dragan Pamučar ◽  
Hafiz Muhammad Athar Farid ◽  
...  
Keyword(s):  
Decision Making ◽  
Fuzzy Set ◽  
Water Loss ◽  
Intuitionistic Fuzzy Set ◽  
Aggregation Operator ◽  
Aggregation Operators ◽  
Water Supply Systems ◽  
Pythagorean Fuzzy Set ◽  
Water Losses ◽  
Water Loss Management

The notions of fuzzy set (FS) and intuitionistic fuzzy set (IFS) make a major contribution to dealing with practical situations in an indeterminate and imprecise framework, but there are some limitations. Pythagorean fuzzy set (PFS) is an extended form of the IFS, in which degree of truthness and degree of falsity meet the condition 0≤Θ˘2(x)+K2(x)≤1. Another extension of PFS is a q´-rung orthopair fuzzy set (q´-ROFS), in which truthness degree and falsity degree meet the condition 0≤Θ˘q´(x)+Kq´(x)≤1,(q´≥1), so they can characterize the scope of imprecise information in more comprehensive way. q´-ROFS theory is superior to FS, IFS, and PFS theory with distinguished characteristics. This study develops a few aggregation operators (AOs) for the fusion of q´-ROF information and introduces a new approach to decision-making based on the proposed operators. In the framework of this investigation, the idea of a generalized parameter is integrated into the q´-ROFS theory and different generalized q´-ROF geometric aggregation operators are presented. Subsequently, the AOs are extended to a “group-based generalized parameter”, with the perception of different specialists/decision makers. We developed q´-ROF geometric aggregation operator under generalized parameter and q´-ROF geometric aggregation operator under group-based generalized parameter. Increased water requirements, in parallel with water scarcity, force water utilities in developing countries to follow complex operating techniques for the distribution of the available amounts of water. Reducing water losses from water supply systems can help to bridge the gap between supply and demand. Finally, a decision-making approach based on the proposed operator is being built to solve the problems under the q´-ROF environment. An illustrative example related to water loss management has been given to show the validity of the developed method. Comparison analysis between the proposed and the existing operators have been performed in term of counter-intuitive cases for showing the liability and dominance of proposed techniques to the existing one is also considered.

Comparative analysis of water–pipe network deterioration–case study

2016 ◽  
Vol 11 (1) ◽  
pp. 148-156 ◽  
Author(s):  
Małgorzata Kutyłowska ◽  
Maria Orłowska-Szostak
Keyword(s):  
Comparative Analysis ◽  
Water Supply ◽  
Weather Conditions ◽  
Technical Condition ◽  
Water Utilities ◽  
Water Supply Systems ◽  
Failure Rates ◽  
Supply Networks ◽  
Water Mains ◽  
Supply Systems

The paper presents a comparative analysis of water-supply network deterioration in three Polish cities. The comparison was made on the basis of operating data (from the period 2007 to 2012) received from water utilities. The comparison is necessary to determine whether and to what extent water utilities should improve the technical condition of their water-supply networks. On average in cities A, B and C, failure rates λ (fail km−1 a−1) of water mains, distribution pipes and house connections were 0.20, 0.24 and 0.53; 0.17, 0.32 and 0.50; and 0.01, 0.48 and 1.63, respectively. The failure rates of the main and distribution conduits were higher in winter than summer, due to the weather conditions and the pipes' shallow depth. Smaller diameter pipes were more vulnerable. One city is exposed to mining exploitation and most cracking observed on the main and distribution pipelines arose from this. As the literature and these investigations indicate, the technical condition of water supply systems in Poland is still improving and rates of deterioration decreasing.

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