| Publicaties (92) |
Top | Instituten | Publicaties | Projecten |
| 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- 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 (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., 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
- (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., 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
- 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]
- 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.; 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.; 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.; 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
- 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
- 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
|
| 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., meer
|
| 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, 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.; 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
- 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 (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, 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
- 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., 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.
- 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.
- 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
|
| Thesis (co-)promotor [show] |
|
|
