Pedro L. Iglesias-Rey

Dr. Pedro L. Iglesias-Rey

Department of Hydraulic Engineering and Environment., Universitat Politècnica de València (Valencia Tech), Valencia, Spain
orcid

Research Focus & Metrics

Academic Career Length

34Years (1993-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 April 2006 in Wear
Verified
Journal Article
Closed access
AJA.E. Jiménez
A.E. Jiménez
BEBermúdez
Bermúdez
Patricia Iglesias VictoriaPatricia Iglesias Victoria
Patricia Iglesias Victoria
FCF.J. Carrión
F.J. Carrión
GMG. Martínez-Nicolás
G. Martínez-Nicolás

7 April 2020 in Water
Verified
Journal Article
Open access
PDF file
CAClaudia Agudelo-Vera
Claudia Agudelo-Vera
SAStefania Avvedimento
Stefania Avvedimento
JBJoby Boxall
Joby Boxall
Enrico CreacoEnrico Creaco
Enrico Creaco
HKHenk de Kater
Henk de Kater
Mirjam BlokkerMirjam Blokker
Mirjam Blokker
Water temperature is often monitored at water sources and treatment works; however, there is limited monitoring of the water temperature in the drinking water distribution system (DWDS), despite a known impact on physical, chemical and microbial reactions which impact water quality. A key parameter influencing drinking water temperature is soil temperature, which is influenced by the urban heat island effects. This paper provides critique and comprehensive summary of the current knowledge, policies and challenges regarding drinking water temperature research and presents the findings from a survey of international stakeholders. Knowledge gaps as well as challenges and opportunities for monitoring and research are identified. The conclusion of the study is that temperature in the DWDS is an emerging concern in various countries regardless of the water source and treatment, climate conditions, or network characteristics such as topology, pipe material or diameter. More research is needed, especially to determine (i) the effect of higher temperatures, (ii) a legislative limit on temperature and (iii) measures to comply with this limit.

15 March 2023 in Water
Verified
Journal Article
Open access
PDF file
HRHelena Ramos
Helena Ramos
Alban KuriqiAlban Kuriqi
Alban Kuriqi
Mohsen BesharatMohsen Besharat
Mohsen Besharat
Enrico CreacoEnrico Creaco
Enrico Creaco
ETElias Tasca
Elias Tasca
PIPedro L. Iglesias-Rey
Pedro L. Iglesias-Rey
One of the main factors contributing to water scarcity is water loss in water distribution systems, which mainly arises from a lack of adequate knowledge in the design process, optimization of water availability, and poor maintenance/management of the system. Thus, from the perspective of sustainable and integrated management of water resources, it is essential to enhance system efficiency by monitoring existing system elements and enhancing network maintenance/management practices. The current study establishes a smart water grid (SWG) with a digital twin (DT) for a water infrastructure to improve monitoring, management, and system efficiency. Such a tool allows live monitoring of system components, which can analyze different scenarios and variables, such as pressures, operating devices, regulation of different valves, and head-loss factors. The current study explores a case study in which local constraints amplify significant water losses. It develops and examines the DT model’s application in the Gaula water distribution network (WDN) in Madeira Island, Portugal. The developed methodology resulted in a significant potential reduction in real water losses, which presented a huge value of 434,273 m3 (~80%) and significantly improved system efficiency. The result shows a meaningful economic benefit, with savings of about EUR 165k in water loss volume with limiting pressures above the regulatory maximum of 60 m w.c. after the district metered area (DMA) sectorization and the requalification of the network. Hence, only 40% of the total annual volume, concerning the status quo situation, is necessary to supply the demand. The infrastructure leakage index measures the existing real losses and the reduction potential, reaching a value of 21.15, much higher than the recommended value of 4, revealing the great potential for improving the system efficiency using the proposed methodology.

1 July 2014 in Journal of Water Resources Planning and Management
Verified
Journal Article
Closed access
AMAngela Marchi
Angela Marchi
Elad SalomonsElad Salomons
Elad Salomons
Avi OstfeldAvi Ostfeld
Avi Ostfeld
ZKZoran Kapelan
Zoran Kapelan
ASAngus R. Simpson
Angus R. Simpson
MAMasoud Asadzadeh
Masoud Asadzadeh
The Battle of the Water Networks II (BWN-II) is the latest of a series of competitions related to the design and operation of water distribution systems (WDSs) undertaken within the Water Distribution Systems Analysis (WDSA) Symposium series. The BWN-II problem specification involved a broadly defined design and operation problem for an existing network that has to be upgraded for increased future demands, and the addition of a new development area. The design decisions involved addition of new and parallel pipes, storage, operational controls for pumps and valves, and sizing of backup power supply. Design criteria involved hydraulic, water quality, reliability, and environmental performance measures. Fourteen teams participated in the Battle and presented their results at the 14th Water Distribution Systems Analysis (WDSA 2012) conference in Adelaide, Australia, September 2012. This paper summarizes the approaches used by the participants and the results they obtained. Given the complexity of the BWN-II problem and the innovative methods required to deal with the multi-objective, high dimensional and computationally demanding nature of the problem, this paper represents a snap-shot of state of the art methods for the design and operation of water distribution systems. A general finding of this paper is that there is benefit in using a combination of heuristic engineering experience and sophisticated optimization algorithms when tackling complex real-world water distribution system design problems.Angela Marchi...Angus R. Simpson, Aaron C. Zecchin, Holger R. Maier...Christopher Stokes, Wenyan Wu, Graeme C. Dandy...et al

1 September 1999 in Journal of Hydraulic Research
Verified
Journal Article
Closed access
Joaquín IzquierdoJoaquín Izquierdo
Joaquín Izquierdo
VFV.S. Fuertes
V.S. Fuertes
ECE. Cabrera
E. Cabrera
PIPedro L. Iglesias-Rey
Pedro L. Iglesias-Rey
JGJ. Garcia-Serra
J. Garcia-Serra

1 February 2004 in Wear
Verified
Journal Article
Closed access
Patricia Iglesias VictoriaPatricia Iglesias Victoria
Patricia Iglesias Victoria
MBM.D. Bermúdez
M.D. Bermúdez
FCF.J. Carrión
F.J. Carrión
GMG. Martı́nez-Nicolás
G. Martı́nez-Nicolás