Assessing the remaining lifetime of the Haringvliet sluices: A method for a full system analysis of existing hydraulic structures to quantitatively and qualitatively determine plausible adaptive courses for their remaining lifetime

Another Hit On The Wall: Confined Wave Impacts on Hydraulic Structures

The Delta Barrier: A climate robust preliminary design of the Delta21 storm surge barrier

A framework for assessing the remaining life of storm surge barriers

Assessment of the impact of tidal power extraction from the Eastern Scheldt storm surge barrier through the evaluation of a pilot plant

Tangential load and trim behaviour: Analysis of the Maeslant Barrier under seaward flow

Extreme Waves in the North Sea: Deriving extreme wave conditions applying Hierarchical Clustering and Non-Stationary Extreme Value Modelling

Financial feasibility of large-scale adaptation strategies for future SLR in northern Europe: NEED vs dike reinforcement

Hydraulic jumps with low inflow Froude numbers: air–water surface patterns and transverse distributions of two-phase flow properties

Venice and the Lagoon: Two new visions

System-based replacement of hydraulic structures: A study to replace the weirs in the river Meuse

The New Haringvliet barrier: Conceptual design for the storm surge barrier of the Delta21 project

Standing wave impacts on vertical hydraulic structures with overhangs for varying wave fields and configurations

The performance of a weir-mounted tidal turbine: An experimental investigation

Analysis of piping at hydraulic structures through an event tree approach

Smoothed Particle Hydrodynamic Modelling of Wave Impact: A numerical and theoretical analysis of non-breaking wave loads on structures with overhang

De nieuwe generatie Maasstuwen: Een geschikte uitvoeringsoplossing voor een nieuwe stuw bij Linne

The dynamic behaviour of hydraulic structures caused by wave impact loads: Enhancing the present design method in time and space

Validation of pressure-impulse theory for standing wave impact loading on vertical hydraulic structures with short overhangs

Applicability of the goda–takahashi wave load formula for vertical slender hydraulic structures