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Eng. Willems, Marc
ORCID


Expertise
Thesaurus terms: Coastal and estuarine hydraulics; Coastal geography; Coastal protection; Coastal protection against erosion; Coastal safety against extreme storms; Hydraulic structures; Integrated Coastal Zone Management

Institutes (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 (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), more

Function: Researcher
Direct contact at institute:
E-mail:

Projects (16)

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Hydralab+ HyWEdges, more
Hydralab+ WALOWA, more
CREST golftankproeven, more
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, more
Follow up DURCWAVE, more
Golfmeting haven Oostende tijdens storm Dieter, more
Haven Oostende golfindringing na verbreding Halve Maan, more
Kustverdediging Knokke-Zoute, more
Living Lab Raversijde, more
Ontwerp schaalmodel Zeebrugge, more
Oostende nieuwe haventoegang: golfgootonderzoek, more
Stormmuur verbinding Zeeheldenplein-Visserskaai Oostende, more
Tank test of vessel entry and exit for third set of locks, more
The Optimisation of Crest Level Design of Sloping Coastal Structures through Prototype Monitoring and Modelling, more
Vlaamse Baaien Modellering Kustzone, more

Publications (92)	Top \| Institutes \| Publications \| Projects
A1 Publications (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, more 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, more 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, more 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, more
Books (10) [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., more 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., more 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., more 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., more 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., more 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., more 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., more 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., more 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., more (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., more
Book chapters (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, more 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], more 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], more 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], more 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], more 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], more 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], more 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, more 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], more 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], more 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], more 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, more 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], more 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], more 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], more 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], more 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], more 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, more 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], more 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], more 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, more 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], more 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], more 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, more 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, more 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, more 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, more 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], more 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, more 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, more 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, more 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, more 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, more 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, more
Thesis [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., more
Abstracts (11) [show]
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, more 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, more 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], more 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, more 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, more 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, more 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, more 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, more 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, more 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, more 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, more
Reports (25) [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, more 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., more 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., more 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., more 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., more 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., more 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., more 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., more 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., more 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., more 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., more 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., more Willems, M. (2008). Haven Oostende golfindringing: nota golven veer oosteroever. Versie 1.0. WL Adviezen, 627_05. Waterbouwkundig Laboratorium: Antwerpen. 9 pp., more 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., more Verwaest, T.; Willems, M. (2006). Functionaliteit strandhoofden 18,19,20 Blankenberge. WL Adviezen, 765_16. Waterbouwkundig Laboratorium: Antwerpen. 23 pp., more 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., more 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., more 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., more Willems, M.; Verwaest, T. (2005). Verwijderen strandhoofden 51 en 01 Duinbergen. WL Adviezen, 765_01. Waterbouwkundig Laboratorium: Antwerpen. 11 pp., more Geeraerts, J.; Willems, M. (2004). CLASH: D20 Report on laboratory measurements Ostia. WL Rapporten, 659. Ghent University/Flanders Hydraulics Research: Ghent. 61 pp., more 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., more 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., more Willems, M.; Mostaert, F. (2001). Haven van Oostende. Nieuwe haventoegang Oostende: stabiliteitsonderzoek havendam. WL Rapporten, 627_1. Waterbouwkundig Laboratorium: Antwerpen. I, 20 + bijlagen pp., more Willems, M.; Mostaert, F. (2001). Haven van Oostende. Nieuwe haventoegang Oostende: stabiliteitsonderzoek havendam. WL Rapporten, 627_1. Waterbouwkundig Laboratorium: Antwerpen. I, 20 + bijlagen pp., more 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., more
Other publications (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. , more 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., more Daneels, J. (2013). Waterbouwkundig Laboratorium doet al 80 jaar onderzoek naar waterbouwkunde en hydraulica. Grond/Weg/Waterbouw 2(4): 34-35, more 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., more 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., more 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, more
Thesis (co-)promotor [show]
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., more

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