2020
DOI: 10.1007/978-981-15-5436-0_64
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Simulating the Hydrodynamics of Sewer-Inlets Using a 2D-SWE Based Model

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Cited by 5 publications
(2 citation statements)
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“…In addition, even in cases where the sewer network is known in detail, comprehensive data on inlet locations are often missing or incomplete [145]. For this reason, many studies have focused on the numerical and experimental hydraulic characterization of drain inlets [150][151][152][153][154][155][156][157][158][159], as well as on the sensitivity of model results to the physical characteristics and location of inlets [97,145]. Inlet clogging due to a lack of maintenance and clearance has also been recognized as a major problem, indeed, one that can cause more flooding incidents than storm-sewer overloading does, especially in flat urban areas, leading to local flooding before the designed hydraulic capacity of the sewer network is reached [102,144,160].…”
Section: Evaluation Of Pluvial-flood Risk In Urban Areasmentioning
confidence: 99%
“…In addition, even in cases where the sewer network is known in detail, comprehensive data on inlet locations are often missing or incomplete [145]. For this reason, many studies have focused on the numerical and experimental hydraulic characterization of drain inlets [150][151][152][153][154][155][156][157][158][159], as well as on the sensitivity of model results to the physical characteristics and location of inlets [97,145]. Inlet clogging due to a lack of maintenance and clearance has also been recognized as a major problem, indeed, one that can cause more flooding incidents than storm-sewer overloading does, especially in flat urban areas, leading to local flooding before the designed hydraulic capacity of the sewer network is reached [102,144,160].…”
Section: Evaluation Of Pluvial-flood Risk In Urban Areasmentioning
confidence: 99%
“…Este modelo resuelve las ecuaciones bidimensionales de flujo en lámina libre y, además, incorpora procesos hidrológicos (precipitación, infiltración, percolación, evaporación, flujo subsuperficial, etc. ), lo que le confiere la capacidad de realizar modelización distribuida hidrológica-hidráulica de forma acoplada, tanto a nivel de cuenca (Cea y Bladé, 2015;Fraga et al, 2013Fraga et al, , 2020Fraga et al, , 2021Sanz-Ramos et al, 2018, 2020a) como a nivel de ciudad o calzada (Sanz-Ramos et al, 2020c;Sañudo et al, 2020;Aranda et al, 2021). Las dos zonas de estudio analizadas representan tramos o calles completas de la ciudad de Barcelona con características geométricas, dimensiones y niveles de riesgo diferentes (Russo et al, 2019;Ortiz et al, 2020).…”
Section: Modelización Numérica: Discretización Configuración Y Escena...unclassified