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Ulrich A. Ngamalieu-Nengoue, Pedro L. Iglesias-Rey, F. Javier Martínez-Solano and Daniel Mora-Meliá
Extreme rainfall events cause immense damage in cities where drainage networks are nonexistent or deficient and thus unable to transport rainwater. Infrastructure adaptations can reduce flooding and help the population avoid the associated negative conse...
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O.E. Coronado-Hernández,V.S. Samuel Fuertes-Miquel,P.L. Iglesias-Rey,D. Mora-Meliá
Pág. 141 - 152
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Salvador García-Todolí, Pedro L. Iglesias-Rey, Daniel Mora-Meliá, F. Javier Martínez-Solano and Vicente S. Fuertes-Miquel
The analysis of transient flow is necessary to design adequate protection systems that support the oscillations of pressure produced in the operation of motor elements and regulation. Air valves are generally used in pressurized water pipes to manage the...
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Daniel Mora-Melia, Pedro L. Iglesias-Rey, F. Javier Martínez-Solano and Pedro Muñoz-Velasco
This paper presents a modified Shuffled Frog Leaping Algorithm (SFLA) applied to the design of water distribution networks. Generally, one of the major disadvantages of the traditional SFLA is the high number of parameters that need to be calibrated for ...
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Daniel Mora-Melià, Jimmy H. Gutiérrez-Bahamondes, Pedro L. Iglesias-Rey and F. Javier Martínez-Solano
Different Population-based Algorithms (PbAs) have been used in recent years to solve all types of optimization problems related to water resource issues. However, the performances of these techniques depend heavily on correctly setting some specific para...
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Christian León-Celi, Pedro L. Iglesias-Rey, F. Javier Martínez-Solano and Daniel Mora-Melia
The optimal function of a water distribution network is reached when the consumer demands are satisfied using the lowest quantity of energy, maintaining the minimal pressure required at the same time. One way to achieve this is through optimization of fl...
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