Archief Prof. Ir. J.J. Peters

Over het archief

In 2012 verloren we Jean Jacques Peters, voormalig ingenieur van het Waterbouwkundig Laboratorium (1964 tot 1979) en internationaal expert in sedimenttransport, rivierhydraulica en -morfologie. Als eerbetoon aan hem hebben we potamology (http://www.potamology.com/) gecreëerd, een virtueel gedenkarchief dat als doel heeft om zijn manier van denken en morfologische aanpak van rivierproblemen in de wereld in stand te houden en te verspreiden.

Het merendeel van z’n werk hebben we toegankelijk gemaakt via onderstaande zoekinterface.

[ meld een fout in dit record ]

mandje (1): toevoegen | toon

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one publication added to basket [334844]

Side drainage operation in Dessel‐Schoten canal's lock no. 3: hydraulics and navigability assessment López Castaño, S.; Verelst, K.; Verwilligen, J.; Van Hoydonck, W.; Vercruysse, J.; Mostaert, F. (2021). Side drainage operation in Dessel‐Schoten canal's lock no. 3: hydraulics and navigability assessment. Version 3.0. FHR reports, 18_134_1. Flanders Hydraulics Research: Antwerp. VII, 33 + 5 p. app. pp. https://dx.doi.org/10.48607/10 Deel van: FHR reports. Flanders Hydraulics Research: Antwerp

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Beschikbaar in	Auteurs
Waterbouwkundig Laboratorium: Open Repository 359377 [ OWA ]
Documenttype: Projectrapport

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Trefwoorden

Hydraulic structures > Culverts Hydraulic structures > Locks Hydraulics and sediment > Hydrodynamics > Current velocities  and patterns Numerical modelling

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Project	Top | Auteurs
kanaal Dessel Schoten - studie afvoerkoker

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Contactgegevens

Opdrachtgever: De Vlaamse Waterweg

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Auteurs		Top
López Castaño, S. Verelst, K. Verwilligen, J.	Van Hoydonck, W. Vercruysse, J.B. Mostaert, F.

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Abstract

This work investgates the discharge capacity of a side conveyance structure located at lock No. 3 in the Dessel‐ Schoten canal. A frst level of analysis involves the use of classical semi‐empirical techniques available from hydraulics. A second level of analysis involves the use of Computatonal Fluid Dynamics (CFD), in an efort to reduce the uncertaintes associated with the use of the aforementoned techniques. It is shown that, although in principle the fow present in the side drainage falls into one of the categories in which the proposed tech‐ niques are valid, discrepancies with the results obtained numerically suggest that the underlying assumptons in the technique need to be revised when used for cases with similar characteristcs. This work also focus in reducing the impact of side fows for navigaton through locks, associated with the operaton of the side drain‐ age structure. Diferent alternatves for safe navigaton are proposed, and studied using CFD. In partcular, four scenarios are studied, of which three comprise diferent improvements to the original structure. One of the proposals is found to have promising features, whilst being relatvely simple.

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