Inclusion of hydraulic controls in rehabilitation models of drainage networks to control floods.

[EN] A problem for drainage systems managers is the increase in extreme rain events that are increasing in various parts of the world. Their occurrence produces hydraulic overload in the drainage system and consequently floods. Adapting the existing infrastructure to be able to receive extreme rains...

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Detalles Bibliográficos
Autores: Bayas-Jiménez, Leonardo, Martínez-Solano, F. Javier|||0000-0002-8140-5960, Iglesias Rey, Pedro Luís|||0000-0001-8300-3255, Mora-Melia, Daniel|||0000-0002-6191-7299, Fuertes-Miquel, Vicente S.|||0000-0003-3524-2555
Tipo de recurso: artículo
Fecha de publicación:2021
País:España
Institución:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/180290
Acceso en línea:https://riunet.upv.es/handle/10251/180290
Access Level:acceso abierto
Palabra clave:Hydraulic control
Rehabilitation
Drainage networks
Optimization
MECANICA DE FLUIDOS
06.- Garantizar la disponibilidad y la gestión sostenible del agua y el saneamiento para todos
09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovación
11.- Conseguir que las ciudades y los asentamientos humanos sean inclusivos, seguros, resilientes y sostenibles
13.- Tomar medidas urgentes para combatir el cambio climático y sus efectos
Descripción
Sumario:[EN] A problem for drainage systems managers is the increase in extreme rain events that are increasing in various parts of the world. Their occurrence produces hydraulic overload in the drainage system and consequently floods. Adapting the existing infrastructure to be able to receive extreme rains without generating consequences for cities' inhabitants has become a necessity. This research shows a new way to improve drainage systems with minimal investment costs, using for this purpose a novel methodology that considers the inclusion of hydraulic control elements in the network, the installation of storm tanks and the replacement of pipes. The presented methodology uses the Storm Water Management Model for the hydraulic analysis of the network and a modified Genetic Algorithm to optimize the network. In this algorithm, called the Pseudo-Genetic Algorithm, the coding of the chromosomes is integral and has been used in previous studies of hydraulic optimization. This work evaluates the cost of the required infrastructure and the damage caused by floods to find the optimal solution. The main conclusion of this study is that the inclusion of hydraulic controls can reduce the cost of network rehabilitation and decrease flood levels.