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Hassan, Wael

Vorige instituten (2)

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Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie Mobiliteit en Openbare Werken; Departement Mobiliteit en Openbare Werken; Waterbouwkundig Laboratorium; Kust (KUST), meer

Functie: Studie-ingenieur

Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie Mobiliteit en Openbare Werken; Departement Mobiliteit en Openbare Werken; Waterbouwkundig Laboratorium (WL), meer

Periode: Vanaf 11th May 2010 tot 15th Oct 2018

Projecten (5)	Top \| Publicaties \| Projecten
AvdT - Sedimentatie op drempels, meer Effect zandwinning op kustveiligheid, meer Extreem golfklimaat kusthavens, meer Vervolgonderzoek Bevaarbaarheid BoZS (Integraal Plan BoZs), meer Vlaamse Baaien Modellering Kustzone, meer

Publicaties (47)	Top \| Publicaties \| Projecten
A1 publicaties (6) [show]
Ribberink, J.S.; van der Werf, J.J.; O’Donoghuet, T.; Hassan, W. (2013). Sand motion induced by oscillatory flows: sheet flow and vortex ripples. J. Turbulence 9(20): 1-32. http://dx.doi.org/10.1080/14685240802220009, meer Hassan, W.; Ribberink, J.S. (2010). Modeling of sand transport under wave-generated sheet flows with a RANS diffusion model. Coast. Eng. 57(1): 19-29. https://dx.doi.org/10.1016/j.coastaleng.2009.08.009, meer Hassan, W.; Ribberink, J.S. (2005). Transport processes of uniform and mixed sands in oscillatory sheet flow. Coast. Eng. 52: 745-770, meer Dohmen-Janssen, C.M.; Kroekenstoel, D.F.; Hassan, W.; Ribberink, J.S. (2002). Phase lags in oscillatory sheet flow: experiments and bed load modeling. Coast. Eng. 46: 61-87, meer Dohmen-Janssen, C.M.; Hassan, W.; Ribberink, J.S. (2001). Mobile-bed effects in oscillatory sheet flow. J. Geophys. Res. 106(11): 27.103-27.115, meer McLean, S.; Ribberink, J.S.; Dohmen-Janssen, C.M.; Hassan, W. (2001). Sand transport in oscillatory sheet flow with mean current. J. Waterway Port Coast. Ocean Eng. 127(3): 141-151, meer
Boeken (3) [show]
Hassan, W.; Willems, M.; Vanlede, J. (2016). Physical scale and 3D-numerical model simulations of tidal flow hydrodynamics at the port of Zeebrugge [PRESENTATION]. Presented at the the 6th International Conference on the Applicationof Physical Modelling in Coastal and Port Engineering and Science(Coastlab16), Ottawa, Canada, May 10-13, 2016. Flanders Hydraulics Research: Antwerp. 21 slides pp., meer Willems, M.; Hassan, W.; Heyvaert, G. (2014). Calibration of the large physical model of the port of Zeebrugge [PRESENTATION]. Flanders Hydraulics Research: Antwerp. 22 slides pp., meer Verwaest, T.; Hassan, W.; Reyns, J.; Trouw, K.; Van Doorslaer, K.; Troch, P.A. (2011). Hydrodynamic loading of wave return walls on top of seaside promenades [PRESENTATION]. Flanders Hydraulics Research: Antwerp. 18 slides pp., meer
Boekhoofdstukken (15) [show]
Donatini, L.; van Zwijnsvoorde, T.; Meersschaut, Y.; Hassan, W.; Vantorre, M. (2018). Belgian royal decree for sea-going inland vessels: A review for container and bulk cargo vessels, in: 34th PIANC World Congress 2018 in Panama City, Panama: papers. pp. [1-19], meer Meire, D.; Hassan, W.; Plancke, Y. (2017). Velocity measurements on tidal flats along the Sea Scheldt estuary, in: Schelde-Ems workshop 2017. pp. 6, meer Plancke, Y.; Meire, D.; Vandebroek, E.; Hassan, W.; Schrijver, M. (2017). Validation of numerical hydrodynamic models using recent field measurements in the Schelde-estuary, in: Hydraulic Measurements and Experimental Methods 2017 Conference (HMEM 2017). pp. [1-6], meer Hassan, W.; Willems, M.; Vanlede, J. (2016). An intercomparison of physical scale model and two numerical models simulations of spring tidal hydrodynamics, in: 35th international conference on coastal engineering (ICCE 2016), Antalya, 17-20 November, 2016: abstract book. pp. [1], meer Hassan, W.; Willems, M.; Vanlede, J. (2016). Physcal scale and 3D-numerical model simulations of tidal flow hydrodynamics at the port of Zeebrugge, in: Proceedings of the 6th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science(Coastlab16), Ottawa, Canada, May 10-13, 2016. pp. [1-9], meer Hassan, W.; Willems, M.; Troch, P. (2014). A detailed hydrodynamic study on tidal flow at the port of Zeebrugge, in: 5th International Conference on The Application of Physical Modelling to Port and Coastal Protection - Coastlab14, 29 Sep 2014 – 02 Oct 2014, Varna, Bulgaria: book of abstracts. pp. [1-2], meer Hassan, W.; Willems, M.; Troch, P. (2014). A detailed hydrodynamic study on tidal flow at the port of Zeebrugge, in: 5th International Conference on The Application of Physical Modelling to Port and Coastal Protection - Coastlab14, 29 Sep 2014 – 02 Oct 2014, Varna, Bulgaria: book of papers. pp. [1-10], meer Willems, M.; Hassan, W.; Heyvaert, G. (2014). Calibration of the large physical model of the port of Zeebrugge, in: 3rd IAHR Europe Congress: book of proceedings, 2014, Porto - Portugal. pp. [1-10], meer Verwaest, T.; Hassan, W.; Reyns, J.; Trouw, K.; Van Doorslaer, K.; Troch, P. (2013). Hydrodynamic loading of wave return walls on top of seaside promenades, in: Takahashi, S. et al. (Ed.) (2011). Coastal structures 2011: proceedings of the 6th international conference Yokohama, Japan, 6-8 september 2011. pp. 568-576, meer Chen, X.; Hassan, W.; Uijttewaal, W.; Verwaest, T.; Verhagen, H.J.; Suzuki, T.; Jonkman, S.N. (2012). Hydrodynamic load on the building caused by overtopping waves, in: International Conference on Coastal Engineering (ICCE 2012), Santander, Spain, July 1-6 2012: book of papers. pp. [1-11], meer Gruwez, V.; Bolle, A.; Verwaest, T.; Hassan, W. (2012). Numerical and physical modelling of wave penetration in Oostende harbour during severe storm conditions, in: Schüttrumpf, H. et al. (Ed.) 5th SCACR International Short Conference on Applied Coastal Research: proceedings, 6th-9th June, 2011 - RWTH Aachen University, Germany. Mitteilungen des Lehrstuhls und Instituts für Wasserbau und Wasserwirtschaft der Rheinisch-Westfälischen Technischen Hochschule Aachen, 165: pp. 198-205, meer Hassan, W.; Willems, M.; Verwaest, T. (2012). Studying wave penetration inside Oostende-harbour after the construction of new breakwaters, in: PIANC-COPEDEC VIII: Proceedings of the Eight International Conference on Coastal and Port Engineering in Developing Countries: "Meeting the Challenges of the Coastal Environment", IIT Madras, Chennai, India, 20-24 February 2012. pp. [1-10], meer Gruwez, V.; Bolle, A.; Verwaest, T.; Hassan, W. (2011). Numerical and physical modelling of wave penetration in Oostende harbour during severe storm conditions, in: 5th International short conference on applied coastal research: book of abstracts - SCACR 2011, 6th to 9th June 2011 in Aachen, Germany. pp. 37-38, meer Suzuki, T.; Verwaest, T.; Hassan, W.; Veale, W.; Reyns, J.; Trouw, K.; Troch, P.; Zijlema, M. (2011). The applicability of SWASH model for wave transformation and wave overtopping: A case study for the Flemish coast, in: Hogge, M. et al. (Ed.) Proceedings of the 5th International Conference on Advanced COmputational Methods in ENgineering (ACOMEN 2011), 14-17 November 2011, Liège, Belgium. pp. [1-11], meer Verwaest, T.; Hassan, W.; Reyns, J.; Trouw, K.; Van Doorslaer, K.; Troch, P.A. (2011). Hydrodynamic loading of wave return walls on top of seaside promenades, in: CSt2011 Organizing Committee (Ed.) International Conference on Coastal Structures 2011, September 5-9, 2011, Yokohama, Japan: book of abstracts. pp. 125-126, meer
Thesissen (4) [show]
De Waard, S. (2013). Analysis of tidal current velocities at the harbour of Zeebrugge using a physical scale model: a research project to investigate the current velocities in and around the harbour of Zeebrugge by applying different scenarios on a physical scale model and analysing the results. BSc Thesis. University of Twente/Flanders Hydraulics Research: Utrecht. 83 pp., meer Van Loock, N.; Deumens, W. (2012). Kustbescherming in de haven van Blankenberge: golfkrachten en overtopping bij keermuren. MSc Thesis. Lessius Mechelen. Campus De Naeyer: Mechelen. XI, 121 pp., meer Hassan, W. (2003). Transport of size-graded and uniform sediments under oscillatory sheet-flow conditions. PhD Thesis. University of Twente: Twente. ISBN 90-365-1889-x. xiv, 244 pp., meer Hassan, W. (1996). Grain-size influence on the sediment-transport process under waves and currents in the sheet-flow regime. MSc Thesis. WL \| Delft Hydraulics: Delft. 74 + tables, figures, appendices pp., meer
Abstracts (5) [show]
Hassan, W.; Heyvaert, G.; Willems, M. (2015). Physical scale modeling of tidal flow hydrodynamics at the port of Zeebrugge, in: Mees, J. et al. (Ed.) Book of abstracts – VLIZ Young Scientists’ Day. Brugge, Belgium, 20 February 2015. VLIZ Special Publication, 71: pp. 71, meer Chen, X.; Hassan, W.; Uijttewaal, W.; Verwaest, T.; Verhagen, H.J.; Suzuki, T.; Jonkman, S.N. (2012). Hydrodynamic loads on buildings caused by overtopping wave, in: International Conference on Coastal Engineering (ICCE 2012), Santander, Spain, July 1-6 2012: book of abstracts. pp. [1-2], meer Hassan, W.; Willems, M.; Verwaest, T.; Trouw, K.; Gysens, S. (2012). Wave conditions inside Oostende harbour during extreme storms, in: International Conference on Coastal Engineering (ICCE 2012), Santander, Spain, July 1-6 2012: book of abstracts. pp. [1-2], meer Hassan, W.; Willems, M.; Verwaest, T. (2012). Studying wave penetration inside Oostende-harbour after the construction of new breakwaters, in: PIANC-COPEDEC VIII: Eight International Conference on Coastal and Port Engineering in Developing Countries: "Meeting the Challenges of the Coastal Environment", IIT Madras, Chennai, India, 20-24 February 2012: Book of abstracts. pp. 343-344, meer Hassan, W.; Verwaest, T.; Willems, M. (2012). Physical modelling of waves inside the new harbour of Ostend, in: Troch, P. et al. (Ed.) Book of abstracts of the 4th International Conference on the Application of Physical Modelling to Port and Coastal Protection - Coastlab12. Department of Civil Engineering, Ghent University, Ghent, Belgium, September 17-20, 2012. pp. 121-122, meer
Rapporten (11) [show]
Hassan, W.; Maximova, T.; Bi, Q.; Smolders, S.; Vanlede, J.; Mostaert, F. (2019). Integraal Plan Bovenzeeschelde: sub report 7. Effect of the B-alternatives on the hydrodynamics. Version 2.0. FHR reports, 13_131_7. Flanders Hydraulics Research: Antwerp. XIII, 62 + 78 p. appendices pp., meer Hassan, W.; Meire, D.; Plancke, Y.; Mostaert, F. (2017). Agenda for the future – Hydro‐ and sediment dynamics in the Schelde estuary: sub report 6. Validation of the SCALDIS‐model on intertidal areas. Versie 2.0. WL Rapporten, 14_024_6. Flanders Hydraulics Research: Antwerp. XI, 75 + 20 p. app. pp., meer Hassan, W.; Suzuki, T.; De Maerschalck, B.; Verwaest, T.; Mostaert, F. (2016). Modellering Belgische kustzone en Scheldemonding: rekennota ‐ berekeningen golfklimaat Vlaamse Baaien scenario’s E4 en F1. Versie 5.0. WL Rapporten, 15_068_4. Waterbouwkundig Laboratorium: Antwerpen. VII, 10 + 2 p. bijlagen pp., meer Suzuki, T.; Hassan, W.; Kolokythas, G. K.; Verwaest, T.; Mostaert, F. (2016). Wave climate for inland vessels between Zeebrugge and the mouth of the Western Scheldt: estimation by the Belgian coast model in SWAN. Version 4.0. FHR reports, 15_026. Flanders Hydraulics Research: Antwerp. IV, 30 + 4 p. appendices pp., meer Willems, M.; Heyvaert, G.; Hassan, W.; Peeters, P.; Mostaert, F. (2016). Haven van Zeebrugge: scenario met een extra opening in de oostelijke havendam: deelrapport 1. Schaalmodelonderzoek getijstroming. Versie 4.0. WL Rapporten, 15_092_1. Waterbouwkundig Laboratorium: Antwerpen. V, 18 + 20 p. bijl. pp., meer Hassan, W.; Verwaest, T.; Mostaert, F. (2013). Hydrodynamic loads on vertical buildings caused by overtoping waves: flume experiments. version 2.0. WL Rapporten, 770_59. Waterbouwkundig Laboratorium: Antwerpen. III, 23 + 43 p. app. pp., meer Hassan, W.; Verwaest, T.; Mostaert, F. (2013). Extreme wave characteristics inside the harbour of Oostende: different scenarios at the entrance of Montgomerydock. version 2.0. WL Rapporten, 627_05. Flanders Hydraulics Research: Antwerp. IX, 84 pp., meer Gruwez, V.; Bolle, A.; Hassan, W.; Verwaest, T.; Mostaert, F. (2011). Numerieke modellering van het extreem golfklimaat in de Belgische havens: deel 1. Haven van Oostende. versie 2.0. WL Rapporten, 769_03. Waterbouwkundig Laboratorium/IMDC: Antwerpen. VII, 85 + 106 p. bijl. pp., meer Hassan, W.; Willems, M.; Verwaest, T.; Mostaert, F. (2011). Extreme wave characteristics inside the harbour of Oostende: physical modeling with different storm directions (T2). Version 2.0. WL Rapporten, 627_05. Waterbouwkundig Laboratorium: Antwerp. VII, 68 pp., meer Veale, W.; Suzuki, T.; Hassan, W.; Balens, N.; Spiesschaert, T.; Verwaest, T.; Mostaert, F. (2011). SUSCOD pilot 1: Wenduine wave overtopping scale model: experimental set-up. Version 2.0. WL Rapporten, 759_02a. Flanders Hydraulics Research: Antwerp. IV, 15 + 7 p. bijl. pp., meer Hassan, W.; Kroekenstoel, D.F.; Ribberink, J.S.; van Rijn, L.C. (1999). Gradation effects on sand transport under oscillatory sheet-flow conditions: data report. University of Twente/WL \| Delft Hydraulics: Delft. Vii, 56 + appendices pp., meer
Overige publicaties (2) [show]
Hassan, W.; Heyvaert, G.; Willems, M. (2015). Physical scale modeling of tidal flow hydrodynamics at the port of Zeebrugge. Poster presented at the VLIZ Young Marine Scientist's Day 20 February 2015. Flanders Hydraulics Research/Ghent University: Antwerpen, Gent. 1 poster pp., meer Verwaest, T.; Hassan, W.; Suzuki, T.; Spiesschaert, T.; Veale, W.; Balens, N.; Trouw, K.; Mertens, T. (2011). Integrated design of coastal protection works for the town of Wenduine, Belgium [POSTER]. Flanders Hydraulics Research: Antwerp. 1 poster pp., meer
Thesis begeleider [show]
Van Zwijnsvoorde, T. (2014). Hydrodynamics study on various design scenarios, using a physical scale model, to improve the maritime access of the port of Zeebrugge. MSc Thesis. Ghent University, Department of Civil Engineering: Gent. 171 pp., meer

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