Max Radermacher
Research Subjects
Max Radermacher has a total of 26 co-authors. Here are the top co-authors by number of shared publications:
- Matthieu Andreas De Schipper
Faculty of Civil Engineering and Geosciences Department of Hydraulic Engineering Delft University of Technology Delft The Netherlands
3 shared publications - Ad J. H. M. Reniers
Civil Engineering and Geosciences Delft University of Technology Delft The Netherlands
2 shared publications - Bastiaan J. A. Huisman
Deltares, Delft, The Netherlands
2 shared publications Alexis Roels
Royal Boskalis Westminster N.V.
1 shared publication- B. Gerben Ruessink
Department of Physical Geography, Utrecht University, Utrecht, 3584 CS, the Netherlands
1 shared publication - Bas Hoonhout
Deltares
1 shared publication
Latest Publications
- Open Access
- 4 March 2019
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 7 (3) , 59
Observations and Modelling of Shoreface Nourishment Behaviour
Shoreface nourishments are commonly applied for coastal maintenance, but their behaviour is not well understood. Bathymetric data of 19 shoreface nourishments located at alongshore uniform sections of the Dutch coast were therefore analyzed and used to validate an efficient method for predicting the erosion of shoreface nourishments. Data shows that considerable cross-shore profile change takes place at a shoreface nourishment, while an impact at the adjacent coast is hard to distinguish. The considered shoreface nourishments provide a long-term (3 to ∼30 years) cross-shore supply of sediment to the beach, but with small impact on the local shoreline shape. An efficient modelling approach is presented using a lookup table filled with computed initial erosion–sedimentation rates for a range of potential environmental conditions at a single post-construction bathymetry. Cross-shore transport contributed the majority of the losses from the initial nourishment region. This transport was driven partly by water-level setup driven currents (e.g., rip currents) and increased velocity asymmetry of the waves due to the geometrical change at the shoreface nourishment. Most erosion of the nourishment takes place during energetic wave conditions ( 3 m) as milder waves are propagated over the nourishment without breaking. A data-model comparison shows that this approach can be used to accurately assess the erosion rates of shoreface nourishments in the first years after construction.- 4 March 2019
- Published by MDPI AG in Journal of Marine Science and Engineering
- Vol. 7 (3) , 59
Open AccessObservations and Modelling of Shoreface Nourishment Behaviour
Shoreface nourishments are commonly applied for coastal maintenance, but their behaviour is not well understood. Bathymetric data of 19 shoreface nourishments located at alongshore uniform sections of the Dutch coast were therefore analyzed and used to validate an efficient method for predicting the erosion of shoreface nourishments. Data shows that considerable cross-shore profile change takes place at a shoreface nourishment, while an impact at the adjacent coast is hard to distinguish. The considered shoreface nourishments provide a long-term (3 to ∼30 years) cross-shore supply of sediment to the beach, but with small impact on the local shoreline shape. An efficient modelling approach is presented using a lookup table filled with computed initial erosion–sedimentation rates for a range of potential environmental conditions at a single post-construction bathymetry. Cross-shore transport contributed the majority of the losses from the initial nourishment region. This transport was driven partly by water-level setup driven currents (e.g., rip currents) and increased velocity asymmetry of the waves due to the geometrical change at the shoreface nourishment. Most erosion of the nourishment takes place during energetic wave conditions ( 3 m) as milder waves are propagated over the nourishment without breaking. A data-model comparison shows that this approach can be used to accurately assess the erosion rates of shoreface nourishments in the first years after construction. - 1 July 2018
- Published by Elsevier in Geomorphology
- Vol. 313, 1-12
Behaviour of subtidal sandbars in response to nourishments
- 1 July 2018
- Published by Elsevier in Geomorphology
- Vol. 313, 1-12
Behaviour of subtidal sandbars in response to nourishments
- Open Access
- 9 January 2017
- Published by American Geophysical Union (AGU) in Journal of Geophysical Research: Oceans
- Vol. 122 (1) , 63-79
Tidal flow separation at protruding beach nourishments
In recent years, the application of large‐scale beach nourishments has been discussed, with the Sand Motor in the Netherlands as the first real‐world example. Such protruding beach nourishments have an impact on tidal currents, potentially leading to tidal flow separation and the generation of tidal eddies of length scales larger than the nourishment itself. The present study examines the characteristics of the tidal flow field around protruding beach nourishments under varying nourishment geometry and tidal conditions, based on extensive field observations and numerical flow simulations. Observations of the flow field around the Sand Motor, obtained with a ship‐mounted current profiler and a set of fixed current profilers, show that a tidal eddy develops along the northern edge of the mega‐nourishment every flood period. The eddy is generated around peak tidal flow and gradually gains size and strength, growing much larger than the cross‐shore dimension of the coastline perturbation. Based on a 3 week measurement period, it is shown that the intensity of the eddy modulates with the spring‐neap tidal cycle. Depth‐averaged tidal currents around coastline perturbations are simulated and compared to the field observations. The occurrence and behavior of tidal eddies is derived for a large set of simulations with varying nourishment size and shape. Results show that several different types of behavior exist, characterized by different combinations of the nourishment aspect ratio, the size of the nourishment relative to the tidal excursion length, and the influence of bed friction.
- 9 January 2017
- Published by American Geophysical Union (AGU) in Journal of Geophysical Research: Oceans
- Vol. 122 (1) , 63-79
Open AccessTidal flow separation at protruding beach nourishments
In recent years, the application of large‐scale beach nourishments has been discussed, with the Sand Motor in the Netherlands as the first real‐world example. Such protruding beach nourishments have an impact on tidal currents, potentially leading to tidal flow separation and the generation of tidal eddies of length scales larger than the nourishment itself. The present study examines the characteristics of the tidal flow field around protruding beach nourishments under varying nourishment geometry and tidal conditions, based on extensive field observations and numerical flow simulations. Observations of the flow field around the Sand Motor, obtained with a ship‐mounted current profiler and a set of fixed current profilers, show that a tidal eddy develops along the northern edge of the mega‐nourishment every flood period. The eddy is generated around peak tidal flow and gradually gains size and strength, growing much larger than the cross‐shore dimension of the coastline perturbation. Based on a 3 week measurement period, it is shown that the intensity of the eddy modulates with the spring‐neap tidal cycle. Depth‐averaged tidal currents around coastline perturbations are simulated and compared to the field observations. The occurrence and behavior of tidal eddies is derived for a large set of simulations with varying nourishment size and shape. Results show that several different types of behavior exist, characterized by different combinations of the nourishment aspect ratio, the size of the nourishment relative to the tidal excursion length, and the influence of bed friction.
- 1 January 2016
- Published by American Society of Civil Engineers (ASCE) in Journal of Waterway, Port, Coastal, and Ocean Engineering
- Vol. 142 (1)
Efficiency of Hanging Silt Curtains in Crossflow
When dredging in sensitive environments, efforts have to be made to limit the free dispersal of suspended fine sediment from the dredging spill. Especially the use of hanging silt curtains as an environmental mitigation measure is widespread. Despite frequent application, their ability to reduce turbidity levels through vertical diversion of sediment-laden currents remains subject of debate. This paper addresses a series of laboratory measurements and numerical model simulations in order to determine the efficiency of hanging silt curtains, defining a new efficiency parameter. The model was validated against the laboratory experiments. Model simulations focusing on vertical diversion of the sediment-laden current suggest that hanging silt curtains do not have a favorable influence on the settling of suspended sediment when applied in cross-flow. Diversion of currents underneath the curtain causes flow separation and intense turbulent mixing, which counteracts settling of suspended sediment particles. The results imply that the widespread application of hanging silt curtains should be reconsidered from a physical point of view.Hydraulic EngineeringCivil Engineering and Geoscience
- 1 January 2016
- Published by American Society of Civil Engineers (ASCE) in Journal of Waterway, Port, Coastal, and Ocean Engineering
- Vol. 142 (1)
Efficiency of Hanging Silt Curtains in Crossflow
When dredging in sensitive environments, efforts have to be made to limit the free dispersal of suspended fine sediment from the dredging spill. Especially the use of hanging silt curtains as an environmental mitigation measure is widespread. Despite frequent application, their ability to reduce turbidity levels through vertical diversion of sediment-laden currents remains subject of debate. This paper addresses a series of laboratory measurements and numerical model simulations in order to determine the efficiency of hanging silt curtains, defining a new efficiency parameter. The model was validated against the laboratory experiments. Model simulations focusing on vertical diversion of the sediment-laden current suggest that hanging silt curtains do not have a favorable influence on the settling of suspended sediment when applied in cross-flow. Diversion of currents underneath the curtain causes flow separation and intense turbulent mixing, which counteracts settling of suspended sediment particles. The results imply that the widespread application of hanging silt curtains should be reconsidered from a physical point of view.Hydraulic EngineeringCivil Engineering and Geoscience
- 1 November 2015
- Published by Elsevier in Coastal Engineering
- Vol. 105, 1-12
An automated method for semantic classification of regions in coastal images
- 1 November 2015
- Published by Elsevier in Coastal Engineering
- Vol. 105, 1-12
An automated method for semantic classification of regions in coastal images
- 28 May 2014
- Published by Springer Nature in Journal of Soils and Sediments
- Vol. 14 (9) , 1626-1637
A check on the efficiency of an air-bubble screen using acoustic measurements and an artificial tracer
- 28 May 2014
- Published by Springer Nature in Journal of Soils and Sediments
- Vol. 14 (9) , 1626-1637
A check on the efficiency of an air-bubble screen using acoustic measurements and an artificial tracer
- 28 April 2014
- Published by Coastal Education and Research Foundation in Journal of Coastal Research
- Vol. 70, 290-295
Applicability of video-derived bathymetry estimates to nearshore current model predictions
Radermacher, M., Wengrove, M.E., Van Thiel de Vries, J.S.M., Holman, R.A., 2014. Applicability of video-derived bathymetry estimates to nearshore current model predictions. In: Green, A.N. and Cooper, J.A.G. (eds.), Proceedings 13th International Coastal Symposium (Durban, South Africa), Journal of Coastal Research, Special Issue No. 70, pp. 290–295, ISSN 0749-0208. In the framework of swimmer safety, coastal managers desire accurate nearshore current predictions obtained from numerical models. To this end, detailed and up-to-date bathymetry is a necessity. Remote sensing techniques for bathymetry estimation are a promising solution. The focus of this paper is to assess the performance of wavenumber-based bathymetric inversion using Argus imagery (also known as the cBathy algorithm) as a feasible input bathymetry for numerical models to make reasonable nearshore current predictions. Numerical flow simulations on a cBathy bed are compared to simulations on an in-situ surveyed bathymetry. Results d...
- 28 April 2014
- Published by Coastal Education and Research Foundation in Journal of Coastal Research
- Vol. 70, 290-295
Applicability of video-derived bathymetry estimates to nearshore current model predictions
Radermacher, M., Wengrove, M.E., Van Thiel de Vries, J.S.M., Holman, R.A., 2014. Applicability of video-derived bathymetry estimates to nearshore current model predictions. In: Green, A.N. and Cooper, J.A.G. (eds.), Proceedings 13th International Coastal Symposium (Durban, South Africa), Journal of Coastal Research, Special Issue No. 70, pp. 290–295, ISSN 0749-0208. In the framework of swimmer safety, coastal managers desire accurate nearshore current predictions obtained from numerical models. To this end, detailed and up-to-date bathymetry is a necessity. Remote sensing techniques for bathymetry estimation are a promising solution. The focus of this paper is to assess the performance of wavenumber-based bathymetric inversion using Argus imagery (also known as the cBathy algorithm) as a feasible input bathymetry for numerical models to make reasonable nearshore current predictions. Numerical flow simulations on a cBathy bed are compared to simulations on an in-situ surveyed bathymetry. Results d...