Accuracy in water losses estimation in the distribution network - the Paris case

2004 ◽  
Vol 4 (3) ◽  
pp. 123-132 ◽  
Author(s):  
B. Nguyen

The yield of a distribution network represents one of the indicators most commonly used by water distributors to account for the state of the volumes of losses over a given period or to measure the evolution of these losses from one year to the next, generally speaking. However, contrary to what might be thought, complex situations and very differing interpretations are to be found on the back of the result of the calculation of the volumes of water lost in the distribution network. A study of drinking water network yield was carried out in Paris in 2001 so as to get a better grasp of the developments recorded since 1987. The consequences of the changes that have taken place during this period have each been measured: alterations to the organisation of the water system, developments affecting the structure of the supply system, technical improvements in the wholesale water metering systems and overall reduction in volumes consumed.

Proceedings ◽  
2018 ◽  
Vol 2 (11) ◽  
pp. 593
Author(s):  
Sorin Perju ◽  
Alexandru Aldea

This paper presents the results recorded by upgrading and rehabilitating the pumping stations for an urban water network with a primary goal of diminishing the operation and maintenance costs and a secondary goal of reducing the water losses in the water distribution network. The adopted technical solutions within the structural and functional modifications of the pumping stations have led to both the improvement of hydraulic parameters of the pumping stations and also the improvement of registered energy consumption. The undertaken modifications and transformations within the pumping stations led to significant energy savings and at the same time to important water losses reductions within the distribution network.


Proceedings ◽  
2018 ◽  
Vol 2 (11) ◽  
pp. 688 ◽  
Author(s):  
Giacomo Viccione ◽  
Rosaria Amato ◽  
Massimo Martucciello

The urban water cycle spends energy to provide communities drinking water and to treat produced wastewater. The same cycle can also provide energy by exploiting the kinetic energy of water flowing into the network to turn turbines and generate electricity. In this framework, this work focuses on the hydropower potential arising from the installation of a water turbine at the end of the pipeline of the water supply system “New Aqueduct”, managed by the “Ausino S.p.A. Servizi Idrici Integrati” in the Campania Region, Italy. The plant allows to reach—in some circumstances—a minimum power level at which the return of the investment occurs in a reasonable time period. In facts, the supply system exhibits somewhere pressure heads of up to hundreds meters, a matter which has been seen of a certain relevance as attenuation systems such as pressure relief valves were adopted to reduce pressure levels. Today, this related 'waste of available potential energy’ can be conveniently avoided by installing proper energy recovery apparatuses as detailed in this study.


2020 ◽  
Vol 2 (1) ◽  
pp. 31
Author(s):  
Dejan Dimkić

The production of water in a drinking water supply system (WSS) comprises all drinking water enter in the net, while the consumption of water generally comprises all billed amounts of water in a WSS. The production and consumption of water in a drinking WSS depend on different factors. Consumption rates depend on the consumer structure and habits, industrial demand, time of year, water pricing, climatic variables, secondary water losses and many other factors. One of the interesting factors is air temperature. It is especially important in the frame of climate change and global warming. Temperature impact on water consumption in a WSS is not uniform temporally (particularly throughout the year) and spatially (different climate regions and countries, different habits and different conditions in each WSS). Obtained correlations for the two biggest cities in Serbia (Belgrade and Niš) are presented in the paper and compared with some examples worldwide.


Water ◽  
2020 ◽  
Vol 12 (4) ◽  
pp. 1036
Author(s):  
Carlos Galarce ◽  
Diego Fischer ◽  
Beatriz Díez ◽  
Ignacio T. Vargas ◽  
Gonzalo E. Pizarro

Deficient disinfection systems enable bacteria to form in drinking water; these can invade plumbing systems even if the pipes are composed of antibacterial materials such as copper. Severe copper corrosion by microorganisms and their subsequent release into the water system are evidenced by the blue water phenomenon. Proper monitoring and control can reduce such undesirable effects on water quality. However, a lack of data from analysis under actual conditions has limited the development of useful predictive tools and preventive strategies. In this work, an experimental aging system was connected to a drinking water network affected by the blue water phenomenon. The microbially influenced corrosion (MIC) was evaluated by studying the dynamics of the formed bacterial community and its relationship with copper corrosion and the release of copper. The results suggest that the conformation and composition of the biofilm attached to the surface influence the measured parameters. The corrosion rate was variable throughout the sampling time, with the highest value recorded after one year of aging. The composition of biofilms also changed with time; however, the genus Pseudomonas was ubiquitous over the sampling time. No relationship between the corrosion rate and the biofilm age was observed, thereby suggesting that MIC is a dynamic phenomenon that requires further study.


2014 ◽  
Vol 12 (4) ◽  
pp. 782-790 ◽  
Author(s):  
Wendy Pons ◽  
Scott A. McEwen ◽  
Katarina Pintar ◽  
Andria Jones-Bitton ◽  
Ian Young ◽  
...  

The water operator plays an important role in water safety; however, little published research exists that has examined this role. The purpose of this study was to develop a greater understanding of the experience, existing knowledge, confidence and future training needs of the small, non-community drinking water operator in Ontario in order to help guide future outreach and training opportunities. A cross-sectional telephone survey of 332 small, non-community drinking water operators in Ontario was conducted in July and August 2011. Survey questions pertained to respondents' experience as operators, formal training, perceived importance of water safety issues, confidence in handling water safety issues, and future training needs. Approximately 16% (54/330) of respondents had one year or less experience as a water operator, and 60% (199/332) reported that being a water operator was not a chosen profession. Only 37% (124/332) of operators reported completing operator training. Respondents reported a preference for online training courses or on-site training (compared with a classroom setting). Low training rates, inexperience, and in certain situations, low confidence, among many small water system operators highlight a need to provide continued support to the development of ongoing training opportunities in this population.


2020 ◽  
Vol 2 (1) ◽  
pp. 41
Author(s):  
Ariele Zanfei ◽  
Andrea Menapace ◽  
Giuseppe Roberto Pisaturo ◽  
Maurizio Righetti

Water leakages are one of the most significant uncertainties affecting water supply system (WSSs) modelling. Due to the dependence between water losses and pressure, the WSSs characterised by high values of pressure in the distribution network are strongly affected by this problem. High-pressure conditions are typical of WSSs in the mountain areas. In this study, a real WSS of the Alpine region is analysed through simultaneous calibration of water losses and pressure-reducing valves with a genetic algorithm. The demand is represented by a uniformly distributed along the network pipes scheme, dealing with the water request separately from the losses.


2018 ◽  
Vol 15 (30) ◽  
pp. 347-356
Author(s):  
É. C. DIAS ◽  
G. P. C. da SILVA ◽  
I. R. de ALMEIDA ◽  
L. L. FERNANDES

Water is a natural resource indispensable to the life of every human being. However, supply issues may cause lack of water in some localities. Thus, the objective of this paper was to carry out a new proposal for the sizing of the water supply system for the district of Algodoal, in the municipality of Abaetetuba - PA, focused to the distribution network aiming to expand it and improve the quality and quantity of water that reaches the residences. Therefore, it is expected to adequately supply the demand for quality drinking water in the case study. The Hardy-Cross network sizing method was used. At the end of the paper, it was verified that the flows resulting from the iterations in the Hardy-Cross are satisfactory and guarantee the adequate water supply for the population of the district of Algodoal.


2020 ◽  
Author(s):  
Polona Vreča ◽  
Klara Nagode ◽  
Tjaša Kanduč ◽  
Branka Bračič Železnik ◽  
Brigita Jamnik

<p>The key to understand the deterioration of the quality of urban water resources is to know the impact of urbanization on the entire waterway, which can change dramatically during the extreme climatic events. Various geochemical parameters, including stable isotope ratios of light elements (H, O, C), represent an important tool to investigate water sources, transport routes, and the mixing of individual components of the water cycle. They are indispensable in urban hydrology, both for characterizing drinking water resources and for evaluating changes within a complex water system.</p><p>In Slovenia, the majority of the population is supplied with drinking water from groundwater. In Ljubljana, the capital city of Slovenia, groundwater represents the main drinking water resource.  Therefore, the knowledge and understanding of the groundwater vulnerability is important for the protection and management of water resources. In Ljubljana, the water is supplied through the central water system (WSS), more than 1.000 km long, according to the legislation and the latest standards from five different wellfields (Kleče, Hrastje, Brest, Jarški prod and Šentvid). Despite the established water protection areas, the water supply areas are exposed to the pressures of urbanization, industry, transport, agriculture and old environmental burdens, which are often unknown.</p><p>In the past, various short-term isotopic studies have been conducted and the Ljubljansko polje and Ljubljansko barje aquifers were characterized. In addition, the sources, paths and interactions of water were determined and the obtained data were used to improve the conceptual model.</p><p>However, isotopic studies of water circulation in the drinking water supply system (WSS), which would cover the simultaneous characterization of water sources and changes within the WSS, have not been performed so far. In order to assess the usefulness of isotopes more systematically, we performed the first more detail sampling of water from WSS of Ljubljana in autumn 2018. Sampling was carried out at 103 locations that were selected according to the type of facility in the WSS (i.e. 41 wells, 7 joint exits from water pumping station, 22 water reservoirs, 2  water treatment locations, 13 fountains, and 19 taps) and according to 9 different WSS areas. Additional samples were collected on River Sava, important infiltration source of groundwater, and at outflow from Ljubljana central wastewater treatment plant. This contribution focuses on presentation of changes of different parameters (i.e. temperature, electrical conductivity, pH, total alkalinity, δ<sup>18</sup>O, δ<sup>2</sup>H and δ<sup>13</sup>C) in WSS of Ljubljana.</p>


2003 ◽  
Vol 3 (1-2) ◽  
pp. 43-50 ◽  
Author(s):  
R. Baur ◽  
P. Le Gauffre ◽  
S. Sægrov

The selection of projects in the annual rehabilitation plan of a drinking water network requires the consideration of different aspects of existing deficiencies and expected improvements in the water supply system. With a field study of 12 water utilities in Europe, the objectives of drinking water network rehabilitation are identified. These objectives are assigned to a number of “points of view” that can be divided in two types: internal and external points of view. Internal points of view mainly affect the cost and the monetary benefits of rehabilitation measures for the utility. External benefits of rehabilitation result from a better hydraulic performance of the system, from improved system reliability or reduction of risks and therefore, they contribute to customer and third party satisfaction. Nine points of view are rendered more precisely by 17 criteria. The criteria are expressed by detailed cost functions, quantification of current deficiencies, assessment of risks or assessment of the pipe’s potential contribution to zonal problems. Examples are given of criteria definitions and their calculation for using them in procedures of aiding decisions. This paper is a report on ongoing work in the CARE-W European project.


2021 ◽  
Vol 916 (1) ◽  
pp. 012002
Author(s):  
L Suminar ◽  
R Werdiningtyas ◽  
Kusumastuti

Abstract Drinking water is an aspect of development that has an essential function in supporting community welfare because it relates to health, social and economic conditions. Therefore, the urban water system needs good planning, design, and operational infrastructure. This paper aims to identify actors and their roles in the drinking water supply system in Indonesia. Analysis was carried out on laws and regulations related to drinking water through content analysis. The results showed that government capacity in building and administering drinking water supply system was still lacking. In addition, the government shared the responsibilities to enterprises, both owned by the government and by private institutions. Finally, it is necessary to equip and expand laws and regulations to provide drinking water distribution. The critical implication to stop the massive exploitation of groundwater for consumption includes the improvement of drinking water reliability by synergizing and integrating all attempts by various actors in providing drinking water.


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