Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie Mobiliteit en Openbare Werken; Departement Mobiliteit en Openbare Werken; Waterbouwkundig Laboratorium (WL), more
Direct contact at institute:
Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie Mobiliteit en Openbare Werken; Departement Mobiliteit en Openbare Werken; Waterbouwkundig Laboratorium; Kust (KUST)
Function: Researcher Direct contact at institute: E-mail:
Crest Level Assessment of coastal Structures by full scale monitoring, neural network prediction and Hazoa analysis on permissible wave overtopping, more
Design coastal safety measures Middelkerke
Follow up DURCWAVE
Golfmeting haven Oostende tijdens storm Dieter
Haven Oostende golfindringing na verbreding Halve Maan
Suzuki, T.; Altomare, C.; Willems, M.; Dan, S. (2023). Non-hydrostatic modelling of coastal flooding in port environments. J. Mar. Sci. Eng. 11(3): 575. https://dx.doi.org/10.3390/jmse11030575
Franco, L.; Geeraerts, J.; Briganti, R.; Willems, M.; Bellotti, G.; De Rouck, J. (2009). Prototype measurements and small-scale model tests of wave overtopping at shallow rubble-mound breakwaters: the Ostia-Rome yacht harbour case. Coast. Eng. 56(2): 154-165. https://dx.doi.org/10.1016/j.coastaleng.2008.03.009
De Rouck, J.; Van de Walle, B.; Troch, P.; van der Meer, J.W.; Van Damme, L.; Medina, J.R.; Willems, M.; Frigaard, P. (2007). Wave run-up on the Zeebrugge rubble mound breakwater: full-scale measurement results versus laboratory results. J. Coast. Res. 23(3): 584-591. https://dx.doi.org/10.2112/04-0157A.1
De Rouck, J.; Van de Walle, B.; Troch, P.; van der Meer, J.W.; Van Damme, L.; Medina, J.R.; Willems, M.; Frigaard, P. (2007). Wave run-up on the Zeebrugge rubble mound breakwater: full-scale measurement results. J. Coast. Res. 23(3): 577-583. dx.doi.org/10.2112/04-0157.1
Verwaest, T.; Willems, M.; Suzuki, T. (2020). Experimental modelling of 3D wave overtopping: CREST and oblique wave test in FHR [PRESENTATION]. Presented at the 2nd Coastal & Ocean Basin seminar - 6 february 2020. Flanders Hydraulics Research: Antwerp. 13 slides pp.
Altomare, C.; Willems, M.; Verwaest, T.; Suzuki, T.; De Roo, S.; Vanneste, D. (2018). Multi-directional wave basin for shallow foreshore applications [PRESENTATION]. Presented at Coastlab18, Santander, Spain, May 22-26, 2018. Flanders Hydraulics Research: Antwerp. 25 slides pp.
Verhaeghe, H.; Willems, M. (2018). A new field overtopping tank at the breakwater of Ostend [PRESENTATION]. Presented at Coastlab18, Santander, Spain, May 22-26, 2018. Flanders Hydraulics Research: Antwerp. slides pp.
Altomare, C.; Suzuki, T.; Verwaest, T.; Willems, M. (2016). Wave overtopping assessment in very shallow water conditions: the equivalent slope concept [PRESENTATION]. Presented at Coastlab16, Ottawa, Canada, May 10-13, 2016. Flanders Hydraulics Research/Ghent University: Antwerp. 22 slides pp.
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.
Willems, M.; Kortenhaus, A.; Troch, P.; Silin, N.; Nelko, V.; Devriese, P.; Stratigaki, V.; De Maeyer, J.; Monbaliu, J.; Toorman, E.; Rauwoens, P.; Vanneste, D.; Suzuki, T.; Van Oyen, T.; Verwaest, T. (2016). Design features of the upcoming Coastal and Ocean Basin (COB) in Ostend, Belgium [PRESENTATION]. Presented at Coastlab16, Ottawa, Canada, May 10-13, 2016. Flanders Hydraulics Research/Ghent University/KU Leuven: Antwerp. 22 slides pp.
Dan, S.; Altomare, C.; Suzuki, T.; Spiesschaert, T.; Willems, M.; Verwaest, T. (2014). Overtopping reduction for harbor quays under very oblique waves attack [PRESENTATION]. Flanders Hydraulics Research: Antwerp. 15 slides pp.
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.
De Maerschalck, B.; Vanlede, J.; Dujardin, A.; Delgado, R.; Willems, M.; Eloot, K. (2011). Delft3D Zeebrugge model: Assessment tool for safety and accessibility studies within the framework of an integral approach [PRESENTATION]. Flanders Hydraulics Research: Antwerpen. 35 slides pp.
(2007). Nieuwe sluizen Panamakanaal getest in Antwerpen [VIDEO]. 20/09/2007; journaal 19.30u. Belgian Business Television - Kanaal Z/Canal Z: Brussel. video file (2' 05") pp.
Gruwez, V.; Boone, W.; Suzuki, T.; Willems, M.; Troch, P. (2024). Field observations of the influence of infragravity waves on wave overtopping at a dike on a shallow foreshore, in: CoastLab 2024: Physical Modelling in Coastal Engineering and Science. pp. 1-3. https://dx.doi.org/10.59490/coastlab.2024.789
Altomare, C.; Willems, M.; Verwaest, T.; Suzuki, T.; De Roo, S.; Vanneste, D. (2018). Multi-directional wave basin for shallow foreshore applications, in: Proceedings of the 7th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab18), Santander, Spain, May 22-26, 2018. pp. [1-8]
Verhaeghe, H.; Willems, M. (2018). A new field overtopping tank at the breakwater of Ostend, in: Proceedings of the 7th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab18), Santander, Spain, May 22-26, 2018. pp. [1-8]
Streicher, M.; Kortenhaus, A.; Altomare, C.; Gruwez, V.; Hofland, B.; Chen, X.; Marinov, K.; Scheres, B.; Schüttrumpf, H.F.R.; Hirt, M.; Cappietti, L.; Esposito, A.; Saponieri, A.; Valentini, N.; Tripepi, G.; Pasquali, D.; Di Risio, M.; Aristodemo, F.; Damiani, L.; Willems, M.; Vanneste, D.; Suzuki, T.; Breteler, M.K.; Kaste, D. (2017). Walowa (Wave Loads on Walls): Large-scale experiments in the Delta flume, in: Proceedings of the International Short Course and Conference on Applied Coastal Research, 03 - 06 October 2017, Santander, Spain. pp. [1-11]
Altomare, C.; Suzuki, T.; Verwaest, T.; Willems, M. (2016). Wave overtopping assessment in very shallow water conditions: the equivalent slope concept, in: Proceedings of the 6th International Conference on the Applicationof Physical Modelling in Coastal and Port Engineering and Science(Coastlab16), Ottawa, Canada, May 10-13, 2016. pp. [1-7]
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]
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]
Willems, M. (2015). Een levend model van de haven van Zeebrugge i.k.v. Vlaamse Baaien [PRESENTATIE], in: Studiedag Zee en Waterbouw in en rond Vlaanderen, 4 juni 2015, Ingenieurshuis Antwerpen. pp. 16 slides
Dan, S.; Altomare, C.; Suzuki, T.; Spiesschaert, T.; Willems, M.; Verwaest, T. (2014). Overtopping reduction for harbor quays under very oblique waves attack, in: 3rd IAHR Europe Congress: book of proceedings, 2014, Porto - Portugal. pp. [1-11]
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]
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]
Willems, M.; Peeters, P.; De Maerschalck, B.; Vanlede, J. (2014). Port of Zeebrugge: integral approach to study accessibility and siltation [PRESENTATION], in: Belgian Hydraulic Day, October 6, 2014, Châtelet, SPW. pp. 23 slides
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]
Willems, M.; Van Dingenen, B.; Verwaest, T. (2013). Port of Zeebrugge: large physical model to study accessibility and siltation, in: Troch, P. et al. (Ed.) (2012). Book of proceedings 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. [1-8]
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]
Martens, C.; Delgado, R.; Verhaeghe, H.; Verwaest, T.; Willems, M. (2012). Improving the nautical access to Zeebrugge harbor: a multidisciplinary study, in: International Conference on Coastal Engineering (ICCE 2012), Santander, Spain, July 1-6 2012: book of papers. pp. [1-10]
Gysens, S.; De Rouck, J.; Trouw, K.; Bolle, A.; Willems, M. (2011). Integrated coastal and maritime plan for Oostende: Design of soft and hard coastal protection measures during the EIA procedures, in: (2010). The 32nd International Conference on Coastal Engineering (ICCE 2010), June 30 - July 5, 2010, Shanghai, China: book of papers. pp. [1-10]
Gysens, S.; Willems, M.; De Rouck, J.; Trouw, K.; Bolle, A. (2011). Integrated coastal and maritime plan for Oostende: Design of soft and hard coastal protection measures during the EIA procedures, in: The 32nd International Conference on Coastal Engineering (ICCE 2010), June 30 - July 5, 2010, Shanghai, China: book of abstracts. pp. Paper No. 141
Stratigaki, V.; Vanneste, D.; Troch, P.A.; Gysens, S.; Willems, M. (2011). Numerical modeling of wave penetration in Ostend harbour, in: The 32nd International Conference on Coastal Engineering (ICCE 2010), June 30 - July 5, 2010, Shanghai, China: book of abstracts. pp. [1-2]
Stratigaki, V.; Vanneste, D.; Troch, P.; Gysens, S.; Willems, M. (2011). Numerical modeling of wave penetration in Ostend harbour, in: (2010). The 32nd International Conference on Coastal Engineering (ICCE 2010), June 30 - July 5, 2010, Shanghai, China: book of papers. pp. [1-15]
Verwaest, T.; Vanpoucke, Ph.; Willems, M.; De Mulder, T. (2011). Waves overtopping a wide-crested dike, in: The 32nd International Conference on Coastal Engineering (ICCE 2010), June 30 - July 5, 2010, Shanghai, China: book of abstracts. pp. Paper No. 191
Verwaest, T.; Vanpoucke, Ph.; Willems, M.; De Mulder, T. (2011). Waves overtopping a wide-crested dike, in: (2010). The 32nd International Conference on Coastal Engineering (ICCE 2010), June 30 - July 5, 2010, Shanghai, China: book of papers. pp. [1-9]
Delefortrie, G.; Willems, M.; Vantorre, M.; Laforce, E. (2009). Behavior of post panamax vessels in the Third Set of Panama locks, in: International Conference on Marine Simulation and Ship Manoeuvrability 2009 (MARSIM'09). pp. [1-9]
Delefortrie, G.; Willems, M.; Laforce, E.; Vantorre, M.; De Mulder, T.; De Regge, J.; Wong, J. (2008). Tank test of vessel entry and exit for third set of Panama locks, in: The Proceedings of the International Navigation Seminar following PIANC AGA 2008. pp. 517-530
Hermans, I.P.; Willems, M.; Demey, G.; Verwaest, T. (2008). Determination of design wave impact loading on a pedestrian walkway on top of a breakwater, in: The Proceedings of the International Navigation Seminar following PIANC AGA 2008. pp. 503-509
Delgado Blanco, M.R.; De Mulder, T.; Willems, M.; Banasiak, R.; Verhoeven, R.; Monbaliu, J. (2004). 2D experimental study of waves and current contributions to the nearbed velocities and shear stresses field, in: Proceedings of the 23rd International Conference on Offshore Mechanics and Arctic Engineering (OMAE), Vancouver, Canada, 20-25 June, 2004. pp. 1-10
De Mulder, T.; Willems, M.; Meersschaut, Y. (2002). Toepassingen van modellering in kustzone-onderzoek, in: Van Lancker, V.R.M. et al. (Ed.) Colloquium 'Kustzonebeheer vanuit geo-ecologische en economische invalshoek', 16-17 mei 2002, Oostende. VLIZ Special Publication, 10: pp. 1-8
Van de Walle, B.; De Rouck, J.; Van Damme, L.; Frigaard, P.; Willems, M. (2002). Parameters influencing wave run-up on a rubble mound breakwater, in: McKee Smith, J. (Ed.) (2003). Proceedings of the 28th International Conference on Coastal Engineering, Cardiff Hall, Cardiff Wales, 7-12 July 2002: solving coastal conundrums. pp. [1-11]
De Rouck, J.; Van de Walle, B.; Van Damme, L.; Willems, M.; Frigaard, P.; Medina, J.R. (2001). Prototype measurements of wave run-up on rubble mound breakwater, in: Jothi Shankar, N. et al.The inaugural international conference on port and maritime R&D and technology, 29-31 October 2001, Singapore: proceedings - volume 1. pp. 427-433
De Rouck, J.; Van de Walle, B.; Troch, P.A.; Van Damme, L.; Willems, M.; Jens, P.K.; Frigaard, P.; Medina, J.R. (2001). Wave run-up on a rubble mound breakwater, in: Özhan, E. (Ed.) Proceedings of the Fifth International Conference on the Mediterranean Coastal Environment, October 23-27, 2001, Hammamet, Tunisia. pp. 1153-1164
Gonzalez-Escriva, J.; Willems, M. (2001). Bias and uncertainties of laboratory measurements of wave run-up on rubble mound breakwaters, in: Proceedings of the 6th Spanish Conference of Coasts and Ports Engineering, Palma de Mallorca, May 2001. pp. 129-130
Huygens, M.; Verhoeven, R.; Willems, M.; Mostaert, F. (2001). Integrated research on sand suppletion as a coastal defence system: application to the Flemish East Coast, in: XXIX IAHR Congress Proceedings, September 16-21, 2001, Bejing, China. pp. 294-299
Huygens, M.; Willems, M. (2001). An integrated technical research of beach nourishment design for the Flemish East Coast, in: Jothi Shankar, N. et al. (Ed.) The inaugural international conference on port and maritime R&D and technology, 29-31 October 2001, Singapore: proceedings - volume 2. pp. 505-511
Mostaert, F.; Laforce, E.; Meersschaut, Y.; De Mulder, T.; Willems, M. (2001). Geïntegreerd hydraulisch en nautisch onderzoek voor het ontwerpen van haven- en kustverdedigingsinfrastructuur, in: Mees, J. et al. (Ed.) Beheer van kust en zee: beleidsondersteunend onderzoek in Vlaanderen: Studiedag, Oostende, 9 november 2001. VLIZ Special Publication, 4: pp. 32-37
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.
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
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
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]
Willems, M.; Van Dingenen, B.; Verwaest, T. (2012). Port of Zeebrugge: large physical model to study accessibility and siltation, 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. 229-230
Willems, M.; De Mulder, T. (2009). Wave flume and wave basin design of coastal structures in Flanders, in: Mees, J. et al. (Ed.) Book of abstracts: an overview of marine research in Belgium anno 2009. 10th VLIZ Young Scientists' Day. Special edition at the occasion of 10 years VLIZ. VLIZ Special Publication, 43: pp. 173
Geeraerts, J.; De Rouck, J.; Van Damme, L.; De Wolf, P.; Willems, M. (2007). Stilling wave basin to solve local overtopping problem in the Oostende project, in: International Conference on Coastal Structures '07, 2-4 July, 2007, Venice, Italy. Book of abstracts. pp. 157
Willems, M. (2007). Hydraulic design of coastal structures: inventing the world on a small scale, in: Mees, J. et al. (Ed.) VLIZ Young Scientists' Day, Brugge, Belgium 2 March 2007: book of abstracts. VLIZ Special Publication, 39: pp. 13
Cherlet, J.; Troch, P.; Gysens, S.; Boone, C.; Willems, M.; De Rouck, J.; Van Damme, L. (2006). An integrated study of wave propagation in Oostende harbour, in: Coastal Engineering Foundation 30th International Conference on Coastal Engineering, 2-8 September 2006, San Diego, California, USA: book of abstracts. pp. paper n° 347
Willems, M.; Verwaest, T.; Hermans, I.P.; Demey, G. (2006). Determination of design wave impact loading on a pedestrian walkway on top of a breakwater, in: Coastal Engineering Foundation 30th International Conference on Coastal Engineering, 2-8 September 2006, San Diego, California, USA: book of abstracts. pp. paper No. 143
Delgado Blanco, M.R.; De Mulder, T.; Banasiak, R.; Willems, M.; Verhoeven, R.; Monbaliu, J. (2003). Fundamental aspects related to sediment transport in sandy coasts, in: Mees, J. et al. (Ed.) VLIZ Young Scientists' Day, Brugge, Belgium 28 February 2003: book of abstracts. VLIZ Special Publication, 12: pp. 31-32
Huygens, M.; Verhoeven, R.; Willems, M.; Mostaert, F. (2001). An integrated technical research of beach nourishment design for the Flemish East Coast, in: VLIZ Young Scientists' Day, Brugge, Belgium 23 February 2001: book of abstracts. VLIZ Special Publication, 1: pp. 46
Willems, M.; Suzuki, T.; Mostaert, F. (2020). Oostende schaalmodel golfovertopping bij zeer schuine golven: deelrapport 2. Rechte kaaimuur. Versie 2.0. WL Rapporten, 18_066_2. Waterbouwkundig Laboratorium: Antwerpen. IX, 64 + 37 p. bijl. pp. https://dx.doi.org/10.48607/92
Vanneste, D.; Willems, M.; Hermans, I.; Mostaert, F. (2019). Ontwerp nieuwe zeedijk Westende – Middelkerke: proeven op golfoverslag en -impact in golfgoot. Versie 2.0. WL Rapporten, 14_131_1. Waterbouwkundig Laboratorium: Antwerpen. XI, 64 + 13 p. bijl. pp.
Vanneste, D.; Willems, M.; Mostaert, F. (2018). Overstromingsmaatregelen haven Oostende: advies muurhoogte overgangszone Zeeheldenplein – Visserskaai. Versie 5.0. WL Rapporten, 16_125_1. Waterbouwkundig Laboratorium: Antwerpen. 9 + 3 p. bijlagen pp.
Altomare, C.; Willems, M.; Suzuki, T.; Verwaest, T.; Mostaert, F. (2017). Methodology for safety assessment 2015: background report on the assessment of wave overtopping at sea dikes. Version 7.0. FHR reports, 14_014_5. Flanders Hydraulics Research: Antwerp. IX, 51 pp.
De Maerschalck, B.; Renders, D.; Vanlede, J.; Gourgue, O.; Willems, M.; Verwaest, T.; Mostaert, F. (2017). Modellering Vlaamse Baaien: deelrapport 1. Hydrodynamische modellering scenario’s Oostkust. Versie 6.0. WL Rapporten, 15_068_1. Waterbouwkundig Laboratorium/Afdeling Maritieme Toegang: Antwerpen. VII, 41 + 26 p. bijl. pp.
Vanneste, D.; Willems, M.; Peeters, P.; Mostaert, F. (2017). Golfmetingen haven Oostende tijdens storm "Dieter". versie 3.0. WL Rapporten, 17_008_1. Waterbouwkundig Laboratorium: Antwerpen. VII, 17 pp.
Dan, S.; Altomare, C.; Spiesschaert, T.; Willems, M.; Verwaest, T.; Mostaert, F. (2016). Oblique wave attack on storm walls: report 2. Force reduction. Version 3.0. FHR reports, 00_050_2. Flanders Hydraulics Research: Antwerp. VII, 17 + 13 p. app. pp.
Suzuki, T.; De Roo, S.; Altomare, C.; Zhao, G.; Kolokythas, G. K.; Willems, M.; Verwaest, T.; Mostaert, F. (2016). Toetsing kustveiligheid 2015 - Methodologie: toetsingsmethodologie voor dijken en duinen. Versie 10.0. WL Rapporten, 14_014. Waterbouwkundig Laboratorium: Antwerpen. IX, 52 + 25 p. bijl. pp.
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.
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.
Willems, M.; Van Dingenen, B.; Delgado, R.; Verwaest, T.; Mostaert, F. (2011). Nautische toegankelijkheid haven Zeebrugge: technisch ontwerp schaalmodel. versie 2.0. WL Rapporten, 780_03. Waterbouwkundig Laboratorium: Antwerpen. II, 23 + 4 p. bijl. pp.
Verwaest, T.; Willems, M.; Mostaert, F. (2009). Oostende-Centrum - Golfkrachten op tijdelijke waterkering: advies in afwachting van nieuwe golfgootproeven. Versie 2.0. WL Adviezen, 627_10. Waterbouwkundig Laboratorium: Antwerpen. III, 20 pp.
Willems, M. (2008). Haven Oostende golfindringing: nota golven veer oosteroever. Versie 1.0. WL Adviezen, 627_05. Waterbouwkundig Laboratorium: Antwerpen. 9 pp.
De Mulder, T.; Willems, M. (2006). Schelde-Rijn-verbinding Stad Antwerpen - vernieuwen oevertaluds: ontwerpen oeverbekleding bestaande uit PIT-polygoonzuilen. WL Rapporten, 796. Waterbouwkundig Laboratorium: Antwerpen. III, 18 pp.
Verwaest, T.; Willems, M. (2006). Functionaliteit strandhoofden 18,19,20 Blankenberge. WL Adviezen, 765_16. Waterbouwkundig Laboratorium: Antwerpen. 23 pp.
Willems, M.; Schramkowski, G.; De Mulder, T.; Mostaert, F. (2005). Risico-inschatting voor een tsunami aan de Belgische kust: advies. WL Rapporten, 765/12. Waterbouwkundig Laboratorium: Antwerpen. i, 18 + bijl. pp.
Willems, M.; Schramkowski, G.; De Mulder, T.; Mostaert, F. (2005). Risico-inschatting voor een tsunami aan de Belgische kust: advies. WL Rapporten, 765/12. Waterbouwkundig Laboratorium: Antwerpen. i, 18 + bijl. pp.
Willems, M.; Schramkowski, G.; De Mulder, T.; Mostaert, F. (2005). Risico-inschatting voor een tsunami aan de Belgische kust: advies. WL Rapporten, 765/12. Waterbouwkundig Laboratorium: Antwerpen. i, 18 + bijl. pp.
Willems, M.; Verwaest, T. (2005). Verwijderen strandhoofden 51 en 01 Duinbergen. WL Adviezen, 765_01. Waterbouwkundig Laboratorium: Antwerpen. 11 pp.
Geeraerts, J.; Willems, M. (2004). CLASH: D20 Report on laboratory measurements Ostia. WL Rapporten, 659. Ghent University/Flanders Hydraulics Research: Ghent. 61 pp.
Geeraerts, J.; Willems, M. (2004). CLASH: D35 Workpackage 4. Final report on laboratory measurements Ostia. WL Rapporten, 659. Ghent University/Flanders Hydraulics Research: Ghent. 79 pp.
De Rouck, J.; Troch, P.A.; Van de Walle, B.; van der Meer, J.; Van Damme, L.; Medina, J.R.; Willems, M.; Frigaard, P. (2001). Wave run-up on a rubble mound breakwater: prototype measurements versus scale model tests. [S.n.]: [s.l.]. 14 pp.
Willems, M.; Mostaert, F. (2001). Haven van Oostende. Nieuwe haventoegang Oostende: stabiliteitsonderzoek havendam. WL Rapporten, 627_1. Waterbouwkundig Laboratorium: Antwerpen. I, 20 + bijlagen pp.
Willems, M.; Mostaert, F. (2001). Haven van Oostende. Nieuwe haventoegang Oostende: stabiliteitsonderzoek havendam. WL Rapporten, 627_1. Waterbouwkundig Laboratorium: Antwerpen. I, 20 + bijlagen pp.
Frigaard, P.; Kofoed, J.P.; Schlütter, F.; Troch, P.; Versluys, T.; Van de Walle, B.; Willems, M. (1999). MAST III - The optimisation of crest level design of sloping coastal structures through prototype monitoring and modelling (OPTICREST) MAS3-CT97-0116: Bremen Workshop Run-up (Comparison between prototype measurements and laboratory measurements). WL | Delft Hydraulics: Delft. different pagination pp.
Vanneste, D.; Nguyen, D.A.; Willems, M.; Mostaert, F. (2021). Overstromingsrisico kustvlakte: Overstromingskaarten voor noodplanning stormseizoen 2020-2021. Versie 3.0. Rapport Waterbouwkundig Laboratorium, 16_122_1. Waterbouwkundig Laboratorium: Antwerpen.
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.
Daneels, J. (2013). Waterbouwkundig Laboratorium doet al 80 jaar onderzoek naar waterbouwkunde en hydraulica. Grond/Weg/Waterbouw 2(4): 34-35
Willems, M. (2009). Hoe ontstaan golven? [GELUIDSFRAGMENT]. Radio uitzending van 17/07/2009 in programma "Mooie Dagen". Radio 2: [s.l.]. 1 audio file (5'.09") pp.
Willems, M.; De Mulder, T. (2009). Wave flume and wave basin design of coastal structures in Flanders [POSTER]. Flanders Hydraulics Research: Antwerpen. 1 poster pp.
Willems, M.; Mostaert, F.; De Mulder, T.; Schramkowski, G.; Mees, J.; Baeteman, C. (2004). Tsunami's in de Noordzee: kan het?, in: De Grote Rede 12. De Grote Rede: Nieuws over onze Kust en Zee, 12: pp. 2-10
Van Wemmel, S. (2008). Studie van dichtheidsgedreven stromingen bij het openen van sluisdeuren: toepassing op de nieuwe post-panamax sluizen voor het Panamakanaal. MSc Thesis. De Nayer Instituut: Sint-Katelijne-Waver. 114 pp.
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