Improvement of the energy efficiency in water systems through water losses reduction using the District Metered Area (DMA) approach

2021 ◽  
pp. 103525
Author(s):  
Samuele Spedalettia ◽  
Mosè Rossia ◽  
Gabriele Comodi ◽  
Luca Cioccolantic ◽  
Danilo Salvib ◽  
...  
2022 ◽  
Vol 309 ◽  
pp. 118503
Author(s):  
Xin Zhou ◽  
Shuai Tian ◽  
Jingjing An ◽  
Da Yan ◽  
Lun Zhang ◽  
...  

2020 ◽  
Vol 20 (7) ◽  
pp. 2484-2498
Author(s):  
Feirouz Megdiche-Kharrat ◽  
Xiao Yun Zheng ◽  
Mohamed Moussa ◽  
Zhang Famin ◽  
Andreas N. Angelakis

Abstract The first Water Integrity Forum in Delft, The Netherlands (June 2013), defined the core of water integrity as ‘the integrity of people and institutions governing water resources, decision making that is fair and inclusive, honest and transparent, accountable and free of corruption’. Historic hydraulic structures are man-made ancestral water systems that helped sedentism and the emergence of cities where the resource is rare or partly available. The scope of the study is to present seven examples of historic hydraulic structures from different geographic contexts, as diverse as South America, Europe, the Middle East and the Far East, as paradigms of indigenous knowledge in water governance. They are traditional gravity-flow water supplying systems whose functioning is based on eco-friendly and sustainable techniques such as the exploitation of surface and runoff water with ensuring minimal water losses, community-based management by already set rules upon common agreements, the preservation of ecological landscapes and the practice of traditional agriculture. This paper highlights those systems and connects their specifications to economic, social, political and environmental dimensions for good water governance and to water integrity key principles, Transparency, Accountability, Participation and Anti-corruption, in a way to explore their potential to do so.


2019 ◽  
Vol 14 (3) ◽  
pp. 714-725 ◽  
Author(s):  
S. Lipiwattanakarn ◽  
S. Kaewsang ◽  
A. Pornprommin ◽  
T. Wongwiset

Abstract Two real cases of energy audit were investigated in a district metered area (DMA) of the Metropolitan Waterworks Authority in Bangkok, Thailand. The first case was energy audits before and after leaks were repaired. The repairs resulted in a 9% reduction of inflow to the DMA. We estimated that the input energy to the DMA reduced 8% while the energy in water delivered to customers increased 8%. Thus, two benefits of reducing leakage to energy were found. In the second case, we temporarily opened a boundary valve connecting to the trunk main to function as another inlet to the DMA, so the number of inlets increased to two. The new inlet was nearer to main distribution pipes that delivered water to more customers than the first one. Thus, the inflow from the old inlet decreased to only 10% of the total inflow. The estimated input energy increased slightly by 4% because the inflow and leakage did not reduce, but the energy delivered to customers increased greatly (16%) due to a significant decrease in friction loss. Thus, reducing leakage and selecting the right hydraulic locations of inlets can benefit energy efficiency in DMAs substantially.


Water ◽  
2020 ◽  
Vol 12 (11) ◽  
pp. 3278
Author(s):  
Armando Carravetta ◽  
Maurizio Giugni ◽  
Stefano Malavasi

The larger anthropic pressure on the Water Supply Systems (WSS) and the increasing concern for the sustainability of the large energy use for water supply, transportation, distribution, drainage and treatment are determining a new perspective in the management of water systems [...]


Water ◽  
2020 ◽  
Vol 12 (1) ◽  
pp. 134
Author(s):  
Dália Loureiro ◽  
Catarina Silva ◽  
Maria Adriana Cardoso ◽  
Aisha Mamade ◽  
Helena Alegre ◽  
...  

Urban water systems (UWSs) are energy-intensive worldwide, particularly for drinking-water pumping and aeration in wastewater treatment. Usual approaches to improve energy efficiency focus only on equipment and disregard the UWS as a continuum of stages from source-to-tap-to-source (abstraction/transport—treatment—drinking water transport/distribution—wastewater and stormwater collection/transport—treatment—discharge/reuse). We propose a framework for a comprehensive assessment of UWS energy efficiency and a four-level approach to enforce it: overall UWS (level 1), stage (level 2), infrastructure component (level 3) and processes/equipment (level 4). The framework is structured by efficiency and effectiveness criteria (an efficient but ineffective infrastructure is useless), earlier and newly developed performance indicators and reference values. The framework and the approach are the basis for a sound diagnosis and intervention prioritising, and are being tested in a peer-to-peer innovation project involving 13 water utilities (representing 17% of the energy consumption by the Portuguese water sector in 2017). Results of levels 1–3 of analysis herein illustrated for a water utility demonstrate the framework and approach potential to assess UWS effectiveness and energy efficiency, and to select the stages and infrastructures for improvement and deeper diagnosis.


2017 ◽  
Vol 186 ◽  
pp. 294-302 ◽  
Author(s):  
Enrique Cabrera ◽  
Elena Gómez ◽  
Vicent Espert ◽  
Enrique Cabrera

Energies ◽  
2021 ◽  
Vol 14 (17) ◽  
pp. 5490
Author(s):  
Laura Monteiro ◽  
Raquel Cristina ◽  
Dídia Covas

Urban green spaces can be intensive water and energy consumers in the cities, particularly in water scarce regions. Though a very efficient use of such resources is necessary, tools for assessing both water and energy consumption and efficiency are not available. In this paper, a new methodology based on water and energy balances is developed for assessing the water-use and energy efficiency in urban green spaces. The proposed balances, adapted from those developed for water supply systems, are specifically tailored for accounting for urban green spaces specificities, namely, landscape water requirements, other uses besides irrigation and over irrigation water losses. The methodology is demonstrated in two case studies of different nature and characteristics: a modern garden with a smart irrigation system and an urban park with traditional irrigation system. The results show that the developed water balances allow to estimate and assess the irrigation efficiency over the years and to assess the effectiveness of implemented water saving measures. The application of the water–energy balance demonstrates the impact of water efficiency measures on the energy efficiency of the irrigation systems. The proposed methodology can be used to assess water and water–energy efficiency in urban green spaces and to identify the most adequate improvement measures, contributing for a better management of the two resources in the cities.


2010 ◽  
Vol 132 (4) ◽  
Author(s):  
U. C. Arunachala ◽  
M. Siddhartha Bhatt ◽  
L. K. Sreepathi

Scale formation in risers and header of direct solar hot water systems is a problem in places where hard water is being used. In this paper, the effect of scaling on energy efficiency indices such as instantaneous efficiency, mass flow rate, and overall heat loss coefficient are quantified by Hottel–Whillier–Bliss equation in the case of thermosiphon and forced circulation systems. The effect of scaling on mass flow and heat transfer rate for both the systems are quantified with experimental validation. Experimentally found mass flow rate is 50% of the analytical mass flow rate for a clean riser and agrees 99% for the case of riser with 3.75 mm scale thickness. This is due to the extreme change in pressure gain in the narrow region. Scale mapping is done for the entire solar hot water system to study the nature of scale growth. The complete footer and nine risers for the length of 150 mm from footer are free from scaling in axial and radial direction. This is due to the low water temperature in the region. The major portion of header and risers for the length 180 mm from the header are completely blocked due to maximum temperature of water in that region. A scale prediction model is brought out based on the experimentally observed scaled water heaters in the field. It reveals that the major parameters to be considered for the correlation are water total hardness and calcium hardness. It is seen in the thermosiphon system that the mass flow rate decreased by scaling affects energy efficiency more than that caused by the heat transfer rate. The scaling effect is more predominant in thermosiphon systems than in forced circulation systems. The analytical study reveals a drop in instantaneous efficiency of 39.5% in thermosiphon system and 7.0% in the case of forced circulation system for the scale thickness of 3.75 mm. The difference between mass flow rate in scaled and unscaled condition is less in forced circulation but much higher in thermosiphon system.


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