Experimental investigation of overflowing over river groyne exposed to primary ship-induced waves

Modelling stability of Avicennia marina mangroves under wave and wind loads: Effect of soil and root system on tree resistance

Smartphone-Based 3D Modelling of Mangroves Geometry: Parameter Measurement and Accuracy Research

Geometrical Mangrove Models: Quantifying frontal surface area distribution for Avicennia marina vegetation: an important parameter for estimating wave attenuation

Computing breakwater stability using SWASH: The effects of model choices, shallow foreshore and oblique waves on the stability of a rubble mound breakwater

Flow velocity analysis of lee side “Wide Green Dike” using Swash

Average wave overtopping discharges for complex geometry: A case study for the prediction of average wave overtopping discharges with stepped revetment in the cross-section

Stability of closed granular filters under wave loading

Evaluation of new Eurocode ‘prEN1991-1-8’ on wave and current actions: Case study IJmuiden - Does the new Eurocode improve the current design practice of breakwaters and other coastal structures?

Geometrically Open Inverted Granular Filters

Stability of rocks on mild slopes

Impact of Damages on the Stability and Reliability of Pattern-Placed Revetments: An analysis with use of a finite element model into the different types of damages for pattern-placed revetments under wave loading

Experimental modal validation of a semi-analytical method for assessing dynamic behaviour of flood gates

Nature-based bank design for the east side of Buiteneiland, IJburg, Amsterdam

Near-bed flow behaviour in scour holes under laterally non-uniform flow conditions

Wave attenuation due to vegetation: Duursche Waarden (case study)

Experimental study on the influence of bed protections on scour depth and scour development in front of sloped embankments

Gate Driving Mechanisms and Dynamics

Improving the breakwater design process by using a design automation tool

Longshore transport of coarse-grained material: An assessment of the longshore transport behavior of the dynamic rock slope at Maasvlakte 2