Alonso Ábalos, JM.; Alvarruiz Bermejo, F.; Guerrero López, D.; Hernández García, V.; Ruiz Martínez, PA.; Vidal Maciá, AM.; Martínez Alzamora, F.... (2000). Parallel Computing in Water Network Analysis and Leakage Minimization. Journal of Water Resources Planning and Management. 126(4):251-260. https://doi.org/10.1061/(ASCE)0733-9496(2000)126:4(251)
Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/101129
Título:
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Parallel Computing in Water Network Analysis and Leakage Minimization
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Autor:
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Alonso Ábalos, José Miguel
Alvarruiz Bermejo, Fernando
Guerrero López, David
Hernández García, Vicente
Ruiz Martínez, Pedro Antonio
Vidal Maciá, Antonio Manuel
Martínez Alzamora, Fernando
Vercher, Juan
Ulanick, Bogumil
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Entidad UPV:
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Universitat Politècnica de València. Departamento de Sistemas Informáticos y Computación - Departament de Sistemes Informàtics i Computació
Universitat Politècnica de València. Departamento de Ingeniería Hidráulica y Medio Ambiente - Departament d'Enginyeria Hidràulica i Medi Ambient
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Fecha difusión:
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Resumen:
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[EN] In this paper a parallel computing based software demonstrator for the simulation and leakage minimization of water networks is presented. This demonstrator, based on the EPANET package, tackles three different types ...[+]
[EN] In this paper a parallel computing based software demonstrator for the simulation and leakage minimization of water networks is presented. This demonstrator, based on the EPANET package, tackles three different types of problems making use of parallel computing. First, the solution of the hydraulic problem is treated by means of the gradient method. The key point in the parallelization of the method is the solution of the underlying linear systems, which is carried out by means of a multifrontal Choleski method. Second, the water quality simulation problem is approached by using the discrete volume element method. The application of parallel computing is based on dividing the water network in several parts using the multilevel recursive bisection graph partitioning algorithm. Finally, the problem of leakage minimization using pressure reducing valves is approached. This results in the formulation of an optimization problem for each time step, which is solved by means of sequential quadratic programming. Because these subproblems are independent of each other, they can be solved in parallel.
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Palabras clave:
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High performance computing
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Hydraulic simulation
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Water quality simulation
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Leakage simulation
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Leakage reduction
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EPANET
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Derechos de uso:
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Reserva de todos los derechos
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Fuente:
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Journal of Water Resources Planning and Management. (issn:
0733-9496
)
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DOI:
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10.1061/(ASCE)0733-9496(2000)126:4(251)
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Editorial:
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American Society of Civil Engineers
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Versión del editor:
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http://doi.org/10.1061/(ASCE)0733-9496(2000)126:4(251)
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Código del Proyecto:
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info:eu-repo/grantAgreement/EC/FP4/24003/EU/Hipercosme TTN/HIPERTTN/
info:eu-repo/grantAgreement/MECD//TIC96-1062-C03-01/
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Agradecimientos:
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The writers wish to acknowledge the financial support provided by the
ESPRIT program of the European Commission (HIPERWATER, ESPRIT
project 24003), by the CICYT TIC96-1062-C03-01 project, and also by
research staff ...[+]
The writers wish to acknowledge the financial support provided by the
ESPRIT program of the European Commission (HIPERWATER, ESPRIT
project 24003), by the CICYT TIC96-1062-C03-01 project, and also by
research staff training grants from the Spanish government and the autonomous government of the Comunidad Valenciana in Spain.
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Tipo:
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Artículo
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