IMIS

ir. Willems, Marc
ORCID

Instituten (2)
Expertise
Publicaties (88)
Projecten (15)

Thesaurustermen: Erosiebescherming kust; Hydraulische structuren; Integraal kustzonebeheer; Kust- en estuariene hydraulica; Kustbescherming; Kustgeografie; Kustveiligheid bij extreme stormen

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

Contact op het instituut:

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

Functie: Onderzoeker
Contact op het instituut:
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Hydralab+ HyWEdges, meer
Hydralab+ WALOWA, meer
CREST golftankproeven, meer
Crest Level Assessment of coastal Structures by full scale monitoring, neural network prediction and Hazoa analysis on permissible wave overtopping, meer
De optimalisatie van het ontwerp van de kruinhoogte van golfkerende constructies op basis van metingen op prototype, meer
Design coastal safety measures Middelkerke, meer
Follow up DURCWAVE, meer
Golfmeting haven Oostende tijdens storm Dieter, meer
Haven Oostende golfindringing na verbreding Halve Maan, meer
Kustverdediging Knokke-Zoute, meer
Living Lab Raversijde, meer
Ontwerp schaalmodel Zeebrugge, meer
Oostende nieuwe haventoegang: golfgootonderzoek, meer
Stormmuur verbinding Zeeheldenplein-Visserskaai Oostende, meer
Tank test of vessel entry and exit for third set of locks, meer

A1 publicaties (4) [show]
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, meer 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, meer 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, meer 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, meer
Boeken (9) [show]
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., meer 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., meer 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., meer 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., meer 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.; 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., meer 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., 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 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., meer
Boekhoofdstukken (34) [show]
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, meer 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], meer 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], meer 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], meer 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], 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.; 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 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, meer 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], 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 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, meer 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], 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 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], meer 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], meer 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, meer 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], meer 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], meer 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, meer 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], meer 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], meer 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, meer 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, meer 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, meer 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, meer 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], meer 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, meer 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, meer 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, meer 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, meer 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, meer 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, meer
Abstracts (11) [show]
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.; 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.; 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 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, meer 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, meer 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, meer 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, meer 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, meer 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, meer 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, meer 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, meer
Rapporten (24) [show]
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, meer 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., meer 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., meer 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., meer 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., meer 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., meer 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., 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.; 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 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., meer 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., meer Willems, M. (2008). Haven Oostende golfindringing: nota golven veer oosteroever. Versie 1.0. WL Adviezen, 627_05. Waterbouwkundig Laboratorium: Antwerpen. 9 pp., meer 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., meer Verwaest, T.; Willems, M. (2006). Functionaliteit strandhoofden 18,19,20 Blankenberge. WL Adviezen, 765_16. Waterbouwkundig Laboratorium: Antwerpen. 23 pp., meer 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., meer 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., meer 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., meer Willems, M.; Verwaest, T. (2005). Verwijderen strandhoofden 51 en 01 Duinbergen. WL Adviezen, 765_01. Waterbouwkundig Laboratorium: Antwerpen. 11 pp., meer Geeraerts, J.; Willems, M. (2004). CLASH: D20 Report on laboratory measurements Ostia. WL Rapporten, 659. Ghent University/Flanders Hydraulics Research: Ghent. 61 pp., meer 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., meer 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., meer Willems, M.; Mostaert, F. (2001). Haven van Oostende. Nieuwe haventoegang Oostende: stabiliteitsonderzoek havendam. WL Rapporten, 627_1. Waterbouwkundig Laboratorium: Antwerpen. I, 20 + bijlagen pp., meer Willems, M.; Mostaert, F. (2001). Haven van Oostende. Nieuwe haventoegang Oostende: stabiliteitsonderzoek havendam. WL Rapporten, 627_1. Waterbouwkundig Laboratorium: Antwerpen. I, 20 + bijlagen pp., meer 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., meer
Overige publicaties (6) [show]
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. , meer 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 Daneels, J. (2013). Waterbouwkundig Laboratorium doet al 80 jaar onderzoek naar waterbouwkunde en hydraulica. Grond/Weg/Waterbouw 2(4): 34-35, meer 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., meer 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., meer 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, meer

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