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Numerical modelling of flood control areas with controlled reduced tide Teles, M.J.; Smolders, S.; Maximova, T.; Rocabado, I.; Vanlede, J. (2015). Numerical modelling of flood control areas with controlled reduced tide, in: Scheldt Estuary: physics and integrated management - Special Session on of the 36th IAHR WORLD CONGRESS, 28 June – 3 July, 2015, Delft and The Hague, the Netherlands. pp. 90-99 In: (2015). Scheldt Estuary: physics and integrated management - Special Session on of the 36th IAHR WORLD CONGRESS, 28 June – 3 July, 2015, Delft and The Hague, the Netherlands. Deltares: Delft. 110 pp., meer

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Beschikbaar in	Auteurs
VLIZ: Open access 273544 [ download pdf ] Waterbouwkundig Laboratorium: Open Repository 273033 [ download pdf ]
Documenttype: Congresbijdrage

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Trefwoorden

Culverts Numerical models Surges > Surface water waves > Storm surges

Author keywords

Scheldt estuary, Storm surge, TELEMAC-3D, Culvert, Flood control area

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Auteurs		Top
Teles, M.J., meer Smolders, S., meer Maximova, T., meer	Rocabado, I., meer Vanlede, J., meer

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Abstract

The present paper focuses on the numerical modelling in TELEMAC-3D of flood control areas with controlled reduced tide structures along the Scheldt estuary and coastal zone for the storm event of December 6th, 2013. A new culvert functionality was implemented in the code to better represent the hydrodynamics of the exchange of water between the Scheldt estuary and these flood control areas with controlled reduced tide. Existing source and sink terms included in the code were paired and used as a culvert. The theoretical background to represent the different kind of flows through the culvert was based on the work of Bodhaine (1968). Additionally different head loss coefficients were introduced according to different geometric features of the culverts. The implementation of these new structures inside the 3D numerical model was validated using measured water levels in the estuary and inside the flooding areas , and using discharges (in and out) through the culverts measured only for one full tidal cycle. For the storm surge only measured water levels were available and these were compared with modelled ones.

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