Performance Indicators for Water Supply Systems. A Case Study

Author(s):  
Miguel Andrés Folgado
2021 ◽  
pp. 1-12
Author(s):  
José Almir Cirilo ◽  
Alfredo Ribeiro Neto ◽  
Nyadja Menezes Rodrigues Ramos ◽  
Carla Fernanda Fortunato ◽  
Júlia Daniele Silva de Souza ◽  
...  

Water ◽  
2016 ◽  
Vol 8 (8) ◽  
pp. 344 ◽  
Author(s):  
Irene Samora ◽  
Pedro Manso ◽  
Mário Franca ◽  
Anton Schleiss ◽  
Helena Ramos

2021 ◽  
Vol 308 ◽  
pp. 01010
Author(s):  
Shen Yizhi ◽  
Wei Minrui ◽  
Hou Bowen

Due to the accelerated industrial and urbanization development, climate change, and increasing populations and life quality expectations, the issue of drinking water shortage has raised much public awareness. The desalination system has been widely applied to accommodate the growing demand for clean water resources despite the continuous concerns about its relatively higher energy consumption and environmental footprints. This research conducted a case study in the Tampa Bay Regional Surface Water Treatment Plant and Tampa Bay Seawater Desalination Plant in Florida, U.S. It analysed the performance and environmental impacts of conventional and desalination water supply systems on three sides: energy consumption, carbon footprint, and solid waste. Potential negative effects of both water supply systems are generally associated with surface water ecology, groundwater aquifers, coastal environment, and marine organisms. Various environmental impact mitigation plans have been proposed to prevent or restore the detriments caused by carbon dioxide emissions, plant construction, and concentrated brine discharge. Due to the deficiency in freshwater resources, desalination technology is more promising through proper regulations and regional sustainable development.


2009 ◽  
Vol 2 (1-3) ◽  
pp. 24-29 ◽  
Author(s):  
B. Machado ◽  
T. Carvalho ◽  
C. Cupido ◽  
M.C. Almeida ◽  
H. Alegre

2014 ◽  
Vol 6 (4) ◽  
pp. 444-450 ◽  
Author(s):  
Mindaugas Rimeika ◽  
Anželika Jurkienė

The main performance indicators of a water supply system include the quality and safety of water, continuous work, relevant pressure and small water loss. The majority of foreign and local projects on reducing water loss have been carried out in the water supply systems of metropolitans; however, the specificity of small settlements differs from that of big cities. Differences can be observed not only in the development of infrastructure and technical indicators but also in the features of water consumption. The article presents the analysis of water loss formation and describes reduction measures in a small settlement. The conducted research defines that water loss in big cities is much smaller than that in small settlements. The major part of water used in small settlements is applied for agrarian purposes rather than for domestic needs. It has been found that water is employed for the irrigation of plants and livestock watering, which often is not accounted. Research also shows that slight (<0.2 m³/h) physical water loss (holes in the network) that occur in small settlements may compose up to 30% of all water supplied to the water network. Pagrindiniai vandens tiekimo sistemos efektyvumo rodikliai yra šie: vandens saugumas ir kokybė, nepertraukiamas darbas, tinkamas slėgis ir maži vandens nuostoliai. Absoliuti dauguma užsienio ir šalies vandens nuostolių mažinimo projektų buvo atlikta didmiesčių vandentiekiuose, tačiau mažų gyvenviečių specifika gerokai skiriasi nuo didžiųjų miestų. Skiriasi ne tik infrastruktūros lygis, techniniai rodikliai, bet ir vandens vartojimo ypatumai. Straipsnyje analizuojami vandens nuostolių susidarymas ir galimi mažinimo būdai mažose gyvenvietėse. Nustatyta, kad rajono centruose susidarantys vandens nuostoliai yra gerokai mažesni nei mažose gyvenvietėse. Didžioji dalis gyvenvietėse vartojamo vandens skirta augalams laistyti ir gyvuliams girdyti, o ne gyventojų buitiniams poreikiams tenkinti. Nustatyta, kad vanduo, naudojamas laistyti ir gyvuliams girdyti, dažnai nėra įtraukiamas į apskaitą. Nustatyta, kad mažų gyvenviečių vandentiekio tinkle susidarantys maži (<0,2 m³/h) fiziniai nuostoliai (pvz., dėl skylių tinkle), gali sudaryti daugiau nei 30 % viso į tinklą tiekiamo vandens kiekio.


RBRH ◽  
2017 ◽  
Vol 22 (0) ◽  
Author(s):  
Jóice Cristini Kuritza ◽  
Giovani Camponogara ◽  
Marcelo Giulian Marques ◽  
Daniela Guzzon Sanagiotto ◽  
Cristiane Battiston

ABSTRACT Centrifugal pumps are widely used in water supply systems and account for more than 90% of the electricity consumption of water pumping stations. Studies that seek to generalize the characterization of performance curves of centrifugal pumps are extremely useful. A study was carried out on the dimensionless characteristics of the operating conditions of centrifugal pumps for preliminary design estimations of water supply systems aiming at energy efficiency. The research consisted of the analysis of performance curves of centrifugal pumps from which data was collected regarding the point of maximum yield (PMY). The curves and the equations obtained were made dimensionless so that the information could be extrapolated to other situations. A case study was conducted in the Water Supply System of Vale Campus of the Federal University of Rio Grande do Sul (UFRGS) to demonstrate the application of those equations and curves developed. The dimensionless equations were useful to determine which discharge should be adopted so that the system would be more efficient hydro and energetically and, also, to determine how much more energy would be consumed in the case of alteration of the point of operation of the pump by a throttling valve.


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