scholarly journals Water Networks Management: New Perspectives

Water ◽  
2019 ◽  
Vol 11 (2) ◽  
pp. 239 ◽  
Author(s):  
Vasilis Kanakoudis ◽  
Stavroula Tsitsifli
Keyword(s):  
Water Resources ◽  
Sustainable Management ◽  
Distribution Systems ◽  
Water Distribution ◽  
Water Supply Systems ◽  
Water Networks ◽  
Special Issue ◽  
Water Losses ◽  
Water Volumes ◽  
Supply Systems

Real water losses in water distribution systems may well be considered a potential water resource, as the significant water volumes being wasted through these physical losses should be replaced eventually. Advanced tools and strategies can be used for the efficient and sustainable management of water resources toward circular economy. The present Special Issue presents new perspectives for water networks management. The 10 peer-reviewed papers collected in this Special Issue have been grouped in two categories—drinking water supply systems and water resources and irrigation systems. These papers are being briefly presented in this Editorial.

From energy balance to energy efficiency indicators including water losses

2013 ◽  
Vol 13 (4) ◽  
pp. 889-895 ◽  
Author(s):  
C. Lenzi ◽  
C. Bragalli ◽  
A. Bolognesi ◽  
S. Artina
Keyword(s):  
Energy Efficiency ◽  
Energy Balance ◽  
Water Supply ◽  
Distribution Systems ◽  
Water Distribution ◽  
Energy Content ◽  
Water Supply Systems ◽  
Water Losses ◽  
The Impact ◽  
Supply Systems

The collection and distribution of drinking water resources generally require large quantities of energy, that vary according to factors related to the characteristics of the served area, as well as to design and management choices. Energy intensity indicators (energy per unit of volume) are insufficient to assess the weight of different factors that affect the energy consumption and appear not suitable for the comparison of different water supply systems. The key step of this work is to define a methodology for assessing the energy efficiency of water supply systems. In particular, water losses in water distribution systems, generally assessed in relation to the quantity of high quality water dispersed in the environment, are herein considered in relation to their energy content. In addition to the evaluation of energy balance using the approach proposed by Enrique Cabrera et al. in ‘Energy audit of water networks’ (see J. Water Res. Plan. Manage.136 (6), 669–677) an overall efficiency indicator WSEE (Water Supply Energy Efficiency) is then proposed. Its decomposition finally leads to the definition of further indicators, which may help to assess how the structure of the network, leakage rate and/or pumps affect the energy efficiency of the water system. Such indicators can be used to compare different water supply systems and to identify the impact of individual interventions. The proposed energy analysis was applied to two case studies in Northern Italy.

scholarly journals Burst Detection in Water Distribution Systems: The Issue of Dataset Collection

2020 ◽  
Vol 10 (22) ◽  
pp. 8219
Author(s):  
Andrea Menapace ◽  
Ariele Zanfei ◽  
Manuel Felicetti ◽  
Diego Avesani ◽  
Maurizio Righetti ◽  
...  
Keyword(s):  
Water Supply ◽  
Water Consumption ◽  
Distribution System ◽  
Smart Grids ◽  
Distribution Systems ◽  
Water Distribution ◽  
Stochastic Modelling ◽  
Water Supply Systems ◽  
Consumption Data ◽  
Supply Systems

Developing data-driven models for bursts detection is currently a demanding challenge for efficient and sustainable management of water supply systems. The main limit in the progress of these models lies in the large amount of accurate data required. The aim is to present a methodology for the generation of reliable data, which are fundamental to train anomaly detection models and set alarms. Thus, the results of the proposed methodology is to provide suitable water consumption data. The presented procedure consists of stochastic modelling of water request and hydraulic pipes bursts simulation to yield suitable synthetic time series of flow rates, for instance, inlet flows of district metered areas and small water supply systems. The water request is obtained through the superimposition of different components, such as the daily, the weekly, and the yearly trends jointly with a random normal distributed component based on the consumption mean and variance, and the number of users aggregation. The resulting request is implemented into the hydraulic model of the distribution system, also embedding background leaks and bursts using a pressure-driven approach with both concentrated and distributed demand schemes. This work seeks to close the gap in the field of synthetic generation of drinking water consumption data, by establishing a proper dedicated methodology that aims to support future water smart grids.

The parthenogenetic midge of water supply systems, Paratanytarsus grimmii (Schneider) (Diptera: Chironomidae)

1988 ◽  
Vol 78 (2) ◽  
pp. 317-328 ◽  
Author(s):  
P. H. Langton ◽  
P. S. Cranston ◽  
P. Armitage
Keyword(s):  
Water Supply ◽  
Distribution Systems ◽  
Water Distribution ◽  
Water Bodies ◽  
Water Supply Systems ◽  
Small Water ◽  
Chironomid Midges ◽  
New Synonymy ◽  
Supply Systems ◽  
Pharate Adult

AbstractChironomid midges have been known to include parthenogenetic species for over a century. One of these species, Paratanytarsus grimmii (Schneider), cited under several different names here shown to be junior synonyms, has attained some notoriety as a pest. Its occurrence as a supposedly paedogenetic (actually pharate adult parthenogenetic) inhabitant of water distribution systems is discussed and related to its more usual occurrence in a variety of small water bodies including aquaria. New synonymy is proposed and a lectotype designated.

scholarly journals Advances in Modeling and Management of Urban Water Networks

Water ◽  
2020 ◽  
Vol 12 (11) ◽  
pp. 2956
Author(s):  
Alberto Campisano ◽  
Enrico Creaco
Keyword(s):  
Asset Management ◽  
Distribution Systems ◽  
Water Distribution ◽  
Urban Water ◽  
Multi Objective Optimization ◽  
Water Networks ◽  
Special Issue ◽  
Leakage Reduction ◽  
Multi Objective ◽  
Pipe Burst

This Editorial presents a representative collection of 15 papers, presented in the Special Issue on Advances in Modeling and Management of Urban Water Networks (UWNs), and frames them in the current research trends. The most analyzed systems in the Special Issue are the Water Distribution Systems (WDSs), with the following four topics explored: asset management, modelling of demand and hydraulics, energy recovery, and pipe burst identification and leakage reduction. In the first topic, the multi-objective optimization of interventions on the network is presented to find trade-off solutions between costs and efficiency. In the second topic, methodologies are presented to simulate and predict demand and to simulate network behavior in emergency scenarios. In the third topic, a methodology is presented for the multi-objective optimization of pump-as-turbine (PAT) installation sites in transmission mains. In the fourth topic, methodologies for pipe burst identification and leakage reduction are presented. As for the Urban Drainage Systems (UDSs), the two explored topics are asset management, with a system upgrade to reduce flooding, and modelling of flow and water quality, with analyses on the transition from surface to pressurized flow, impact of water use reduction on the operation of UDSs and sediment transport in pressurized pipes. The Special Issue also includes one paper dealing with the hydraulic modelling of an urban river with a complex cross-section.

scholarly journals Insights on the Water–Energy–Food Nexus

Water ◽  
2020 ◽  
Vol 12 (10) ◽  
pp. 2882
Author(s):  
Vasilis Kanakoudis ◽  
Stavroula Tsitsifli
Keyword(s):  
Drinking Water ◽  
Water Resources ◽  
Water Supply ◽  
Integrated Management ◽  
Water Systems ◽  
Drinking Water Supply ◽  
Water Supply Systems ◽  
Special Issue ◽  
Management Approaches ◽  
Supply Systems

This Special Issue addresses topics on the water–energy–food (WEF) nexus along with other water-related topics, such as water resources, irrigation and drinking water supply systems, hydraulics and pollution. Several threats jeopardize freshwater availability and quality, energy and food availability. Integrated management approaches are absolutely necessary for pursuing sustainability. This Special Issue addresses various subjects and includes 29 peer-reviewed papers that have been grouped into the following categories: the WEF nexus, water resources and irrigation systems, drinking water supply systems, hydraulics and pollution. Some of them were selected from the Third Efficient Water Systems (EWaS) International Conference, entitled “Insights on the Water–Energy–Food Nexus,” after a thorough content update. Summaries of the papers are briefly presented in this Editorial.

scholarly journals Assessing the impact of working pressure on water meter registration

2021 ◽  
Author(s):  
Isaac G. Musaazi ◽  
Jotham I. Sempewo ◽  
Mohammed Babu ◽  
Nicholas Kiggundu
Keyword(s):  
Distribution System ◽  
Distribution Systems ◽  
Water Distribution ◽  
Water Supply Systems ◽  
Deterministic Models ◽  
Working Pressure ◽  
Sensitive Parameter ◽  
The Impact ◽  
Supply Systems ◽  
Water Meter

Abstract Fluctuations in the network pressure of water supply systems affect hydraulic performance and water meter accuracy. The development of metering error curves requires steady-state conditions which are extremely rare in water distribution systems characterized by intermittent supply. Simple deterministic models are suggested and developed from monthly data collected over a 4-year period (2010–2014) for three most dominant meter models (Models 1–3) in the Kampala Water Distribution System (KWDS), Uganda. This study combines pressure and billing information at the same time to understand metering accuracy. Results showed that metering accuracy increased by 4.2, 8.4 and 2.9% when pressure was increased from 10 to 50 m for Models 1–3, respectively. Age did not influence the impact of pressure on meter accuracy. The most sensitive parameter in the model was the meter age. Metering accuracy was relatively constant after a period of 5 years. The least sensitive parameter was the working pressure which caused a slight change to the annual billed volume. The ability of the model to accurately predict the meter registration degenerated with an increasing annual billed volume. Model 2 meters were the best performing and probably the most suitable meters in the KWDS.

Improving operational efficiency by interconnecting regional water distribution systems

2005 ◽  
Vol 5 (3-4) ◽  
pp. 137-143
Author(s):  
E. Shin ◽  
H. Park ◽  
T. Ryu ◽  
J. Kim ◽  
K.T. Yum
Keyword(s):  
Water Supply ◽  
Failure Probability ◽  
Distribution Systems ◽  
Water Distribution ◽  
Operational Efficiency ◽  
Water Supply Systems ◽  
Pipe Failure ◽  
Operation Efficiency ◽  
Supply Systems ◽  
Regional Water

Since regional water supply systems (RWSS) in Korea are all separated and are tree-shaped networks, the reliability is low and operation is not efficient in an emergency. So connecting RWSS to each other can be a good option to improve the operation efficiency. This study has been initiated to evaluate efficiency looking at a pilot case. Expected shortage has been selected as a surrogate. In this study, we developed pipe failure probability equations which are suitable in Korea by considering material, diameter, year, and length. As a pilot case, the three systems of Jeon-ju (JJ), Bu-an (BA), and Seom-jin (SJ) are selected and we consider two connections: JJ–BA and JJ–SJ. In each connection we develop three alternative plans, and we conclude that connections of JJ–BA and JJ–SJ can improve the operational efficiency as much as 5% and 4%, respectively.

scholarly journals Legionella Species in Year-Round vs. Seasonal Accommodation Water Supply Systems

2011 ◽  
Vol 62 (4) ◽  
pp. 335-340 ◽  
Author(s):  
Anita Rakić ◽  
Jelena Perić ◽  
Nives Štambuk-Giljanović ◽  
Antonija Mikrut ◽  
Ana-Spomenka Bakavić
Keyword(s):  
Water Supply ◽  
Legionella Pneumophila ◽  
Distribution Systems ◽  
Water Distribution ◽  
Atomic Absorption Spectrophotometry ◽  
Summer Season ◽  
Hot Water ◽  
Residual Chlorine ◽  
Water Supply Systems ◽  
Supply Systems

LegionellaSpecies in Year-Roundvs.Seasonal Accommodation Water Supply SystemsThe purpose of this study was to compare the quality of hot water between eleven hotels in the Split-Dalmatia County, Croatia that are open year round and 10 summer season hotels and retirement homes with irregular use of water. We took 122 samples between May and December 2009. Water temperature and free residual chlorine were measuredin situ.Physical and chemical analysis included pH, electrical conductivity, and concentrations of iron, manganese, copper, zinc, calcium, and magnesium that were measured using atomic absorption spectrophotometry, while theLegionellaspecies were determined using a cultivation method on buffered charcoal yeast extract agar.Differences in metal concentrations between the seasonal and year-round accommodation facilities were negligible, save for zinc that was higher in year-round (0.341 mg L-1) than in seasonal facilities (0.130 mg L-1).Samples from all year-round and six summer season hotels were negative to theLegionellaspecies, but four seasonal facilities turned up with positive samples toLegionella pneumophila.Our study has demonstrated that water quality differs between year-round and seasonal accommodation facilities. These findings suggest that metal plumbing components and associated corrosion products are important factors in the survival and growth ofLegionellaspecies in water distribution systems.

scholarly journals GIS use of Land Use/Land Cover layers and historical data for water losses indices

2019 ◽  
Vol 85 ◽  
pp. 07009
Author(s):  
Alexandru Aldea ◽  
Mihaela Aldea ◽  
Sorin Perju
Keyword(s):  
Water Supply ◽  
Water Distribution ◽  
Historical Data ◽  
Water Distribution Network ◽  
Distribution Networks ◽  
Water Supply Systems ◽  
Land Use Land Cover ◽  
Water Losses ◽  
Decision Factors ◽  
Supply Systems

The population growth and/or its use and development of the land is a continuous preoccupation of the decision factors regarding the water supply system in general and the development of the potable water distribution networks in particular. This issue is even more critical especially in the areas of big cities and important urban growing. As the urbanization of land outgrows the existing water supply systems, one of the possible solutions is to expand the water distribution network in order to cover this urban growth. The present paper analyses further the possibilities to define and use certain indices of urban development together with water loss indices in order to determine trends or issues related with the provision of water supply services and connectivity.

scholarly journals Legionella spp. in Polish hospitals in 2009–2013 and 2014–2016: An epidemiological analysis

2021 ◽  
Vol 75 ◽  
pp. 85-90
Author(s):  
Iwona Gładysz ◽  
Agnieszka Sikora ◽  
Małgorzata Wójtowicz-Bobin ◽  
Jan Karczewski
Keyword(s):  
Water Supply ◽  
Water Samples ◽  
Distribution Systems ◽  
Water Distribution ◽  
Hot Water ◽  
Water Supply Systems ◽  
Atypical Pneumonia ◽  
Epidemiological Analysis ◽  
Pontiac Fever ◽  
Supply Systems

Introduction: Bacteria of the genus Legionella cause Legionnaires’ disease (atypical pneumonia, often with a severe clinical course) and Pontiac fever (self-limiting infection with flu-like symptoms). Legionella spp. are commonly found in natural aquatic environments and artificial water distribution systems. Material&Methods: An epidemiological analysis of Legionella spp. in hospital water supply systems was based on the results obtained from Sanitary-Epidemiological Stations of Poland. The materials for this study were hot water samples collected from 346 hospitals in 2009–2013 and from 221 hospitals in 2014–2016. Results: Between 2014 and 2016, there was a decrease in the percentage of the number of water samples in Group A (<100 CFU/100 ml). In other groups: B (>100 CFU/100 ml), C (>1000 CFU/100 ml), D (>10 000 CFU/100 ml) was observed an increase in the percentage of the number of water samples, which was a negative phenomenon. The mean number of L. pneumophila colonies in analyzed periods 2009–2013 and 2014–2016 were different. In 2009–2013, the most virulent L. pneumophila serogroup 1 (SG 1) was detected in 3 hospitals (0.9%), and L. pneumophila SG 2-14 were isolated in 20 (5.5%). Between 2014 and 2016, L. pneumophila SG 1 and L. pneumophila SG 2-14 were found in 5 hospitals (2.2%) and 18 hospitals (8.1%), respectively. Disscusion: In this study a comparative epidemiological analysis was performed on the prevalence of L. pneumophila in hospital water supply systems in Poland in the following two periods: 2009 –2013 and 2014–2016. The study demonstrated that the water supply systems of Polish hospitals were colonized by L. pneumophila at different levels. However, between 2014 and 2016 an upward trend was observed in comparison with 2009–2013.

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