Ad Reniers

Prof. Dr. Ad Reniers

Department of Hydraulic Engineering, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, The Netherlands
orcid

Research Focus & Metrics

Academic Career Length

30Years (1997-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 November 2009 in Coastal Engineering
Verified
Journal Article
Closed access
Dano RoelvinkDano Roelvink
Dano Roelvink
Ad ReniersAd Reniers
Ad Reniers
Ap Van DongerenAp Van Dongeren
Ap Van Dongeren
JVJaap van Thiel de Vries
Jaap van Thiel de Vries
RMRobert McCall
Robert McCall
JLJamie Lescinski
Jamie Lescinski

1 July 2010 in Coastal Engineering
Verified
Journal Article
Closed access
RMR.T. McCall
R.T. McCall
JVJ.S.M. Van Thiel de Vries
J.S.M. Van Thiel de Vries
NPNathaniel Plant
Nathaniel Plant
Ap Van DongerenAp Van Dongeren
Ap Van Dongeren
JRJ.A. Roelvink
J.A. Roelvink
Ad ReniersAd Reniers
Ad Reniers

1 February 2006 in Coastal Engineering
Verified
Journal Article
Closed access
JMJamie H. MacMahan
Jamie H. MacMahan
ETEd B. Thornton
Ed B. Thornton
Ad ReniersAd Reniers
Ad Reniers

31 January 2004 in Journal of Geophysical Research: Oceans
Verified
Journal Article
Open access
PDF file
Ad ReniersAd Reniers
Ad Reniers
JRJ. A. Roelvink
J. A. Roelvink
ETE. B. Thornton
E. B. Thornton
The morphodynamic response of the nearshore zone of an embayed beach induced by wave groups is examined with a numerical model. The model utilizes the nonlinear shallow water equations to phase resolve the mean and infragravity motions in combination with an advection‐diffusion equation for the sediment transport. The sediment transport associated with the short‐wave asymmetry is accounted for by means of a time‐integrated contribution of the wave nonlinearity using stream function theory. The two‐dimensional (2‐D) computations consider wave group energy made up of directionally spread, short waves with a zero mean approach angle with respect to the shore normal, incident on an initially alongshore uniform barred beach. Prior to the 2‐D computations, the model is calibrated with prototype flume measurements of waves, currents, and bed level changes during erosive and accretive conditions. The most prominent feature of the 2‐D model computations is the development of an alongshore quasi‐periodic bathymetry of shoals cut by rip channels. Without directional spreading, the smallest alongshore separation of the rip channels is obtained, and the beach response is self‐organizing in nature. Introducing a small amount of directional spreading (less than 2°) results in a strong increase in the alongshore length scales as the beach response changes from self‐organizing to being quasi‐forced. A further increase in directional spreading leads again to smaller length scales. The hypothesized correlation between the observed rip spacing and wave group forced edge waves over the initially alongshore uniform bathymetry is not found. However, there is a correlation between the alongshore length scales of the wave group‐induced quasi‐steady flow circulations and the eventual alongshore spacing of the rip channels. This suggests that the scouring associated with the quasi‐steady flow induced by the initial wave groups triggers the development of rip channels via a positive feedback mechanism in which the small scour holes start attracting more and more discharge.

1 March 2018 in Coastal Engineering
Verified
Journal Article
Closed access
GHGerben Hagenaars
Gerben Hagenaars
SVSierd de Vries
Sierd de Vries
Arjen P. LuijendijkArjen P. Luijendijk
Arjen P. Luijendijk
WBWiebe P. de Boer
Wiebe P. de Boer
Ad ReniersAd Reniers
Ad Reniers

1 January 2010 in Marine Geology
Verified
Journal Article
Closed access
JMJamie MacMahan
Jamie MacMahan
JBJeff Brown
Jeff Brown
JBJenna Brown
Jenna Brown
ETEd Thornton
Ed Thornton
Ad ReniersAd Reniers
Ad Reniers
Nadia  SenechalNadia Senechal
Nadia Senechal