2010
DOI: 10.4995/ia.2010.2975
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Estudio hidráulico para el plan de emergencia del canal de la margen izquierda del Delta del Ebro

Abstract: Resumen: Se presenta el estudio hidráulico para poder aislar, en el menor tiempo posible y sin desbordamientos, la red de canales del Canal de la Margen Izquierda del Delta del río Ebro. Ello se consigue mediante el cierre cuasi instantáneo del Canal de Conducción -fuente de alimentación de todo el sistema-en caso de una emergencia, como por ejemplo, la llegada de un vertido de contaminantes por el río Ebro. La operación de cierre de 7,3 horas de duración total consta de tres fases. La Fase 1 de 3 horas pone e… Show more

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Cited by 2 publications
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“…While there is an extensive literature on automatic control of canals in standard operation scenarios (see Chapter 2 for a literature review), the problems of canal closure and opening, which imply abrupt changes between different operation regimes, have received much less attention. Some references on the subject are (De Bievre et al, 2003), (Ghumman et al, 2009) and (Soler et al, 2010), including the recent work of an optimal predictive open-loop control of a 15 km length-canal for an emergency closure operation in (Soler et al, 2014).…”
Section: List Of Tablesmentioning
confidence: 99%
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“…While there is an extensive literature on automatic control of canals in standard operation scenarios (see Chapter 2 for a literature review), the problems of canal closure and opening, which imply abrupt changes between different operation regimes, have received much less attention. Some references on the subject are (De Bievre et al, 2003), (Ghumman et al, 2009) and (Soler et al, 2010), including the recent work of an optimal predictive open-loop control of a 15 km length-canal for an emergency closure operation in (Soler et al, 2014).…”
Section: List Of Tablesmentioning
confidence: 99%
“…An application of open-loop predictive control on automatic closure/opening operations of the Ebro River Left Bank canal in Spain is found in (Soler et al, 2010) and (Soler et al, 2014). The left bank canal usually works at its maximum capacity of 19 m 3 /s.…”
Section: Control Of Canals Under Large Change In Operating Conditionmentioning
confidence: 99%
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