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.
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| Hydraulic design of a filling emptying system for the new Royers lock in the port of Antwerp (Belgium) Verelst, K.; Vercruysse, J.; De Mulder, T.; Fahner, T. (2015). Hydraulic design of a filling emptying system for the new Royers lock in the port of Antwerp (Belgium), in: E-proceedings of the 36th IAHR World Congress 28 June – 3 July, 2015, The Hague, the Netherlands. pp. 4563-4574
In: (2015). E-proceedings of the 36th IAHR World Congress 28 June – 3 July, 2015, The Hague, the Netherlands. IAHR: [s.l.].
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| Documenttype: Congresbijdrage | |
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Filling Hydraulic design Locks (Waterways) België, Zeeschelde, Haven van Antwerpen, Royerssluis [Marine Regions] Marien/Kust |
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| Abstract |
First, a 1D hydraulic network model is set up with the LOCKSIM software, based on head loss data from literature as well as from a similar model for the Berendrecht lock that was calibrated with field measurements. The 1D model is used to verify that the defined system meets the specified criteria on filling and empting time and water surface slopes, when use is made of an appropriate opening law of the vertical lifting valves in the culverts. Secondly, the complex 3D flow upstream, inside and downstream of the culvert outlets in the lock chamber is investigated by means of CFD simulations with the OpenFOAM software. These simulations show that the uniformity of the filling discharge into the lock chamber is acceptable. Additionally, the simulations confirm that the highest flow velocities in the lock chamber during filling are situated inside the deepened section of the lock chamber floor, which is favourable to minimize (direct impact) forces on ships moored close to the culvert outlets. |
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