Over het archief
Het OWA, het open archief van het Waterbouwkundig Laboratorium heeft tot doel alle vrij toegankelijke onderzoeksresultaten van dit instituut in digitale vorm aan te bieden. Op die manier wil het de zichtbaarheid, verspreiding en gebruik van deze onderzoeksresultaten, alsook de wetenschappelijke communicatie maximaal bevorderen.
Dit archief wordt uitgebouwd en beheerd volgens de principes van de Open Access Movement, en het daaruit ontstane Open Archives Initiative.
Basisinformatie over ‘Open Access to scholarly information'.
| [ meld een fout in dit record ] | mandje (0): toevoegen | toon |
 |
| 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.]. , meer
|
| Beschikbaar in | Auteurs |
| |
| Documenttype: Congresbijdrage | |
| Trefwoorden |
Filling Hydraulic design Locks (Waterways) België, Zeeschelde, Haven van Antwerpen, Royerssluis [Marine Regions] Marien/Kust |
| Author keywords |
|
| Auteurs | Top | |
| 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. |
| Top | Auteurs |
