Climate change and the morphological stability of the Tu Hien inlet, Vietnam

Historically, the coastal zone has always attracted people and across the globe the benefits of inlet systems have made communities settle there. The Tu Hien inlet and the Tam Giang–Cau Hai lagoon system in Vietnam are no exception, as approximately half a million people depend on it for their livelihood. Tidal inlets are also known for their...

An adaptive pumping station at the Afsluitdijk

The degradation of infrastructure and sea level rise cause the existing discharge capacity of the Stevin and Lorentz sluices at the Afsluitdijk to be insufficient. This thesis focuses on the design of a new discharge facility at the Afsluitdijk with the possibility to anticipate on the changing conditions at both the IJsselmeer and Wadden Sea....

Modelling and Steering of Tuggerwinches

This report described the study of the Tuggerwinch system used by Heerema Marine Contractors SE.

The Arctic Oscillation and its realtion to sea ice concentration

Zie bijlage 2 / See attachment 2

Interaction between an asphalt revetment and the sand subsoil under wave attacks: Medium scale experiments with old and new asphalt concrete

Nowadays, in the Netherlands there are about 600 kilometers of asphaltic revetments lying mainly on sea dikes of which approximately 400 km of dike is covered with asphalt concrete [STOWA, 2011]. Asphalt concrete revetments are applied the most and are mostly of older age. Because of the older age it needs intensive care involving periodic...

Incorporation of the effects of accelerating flow in the design of granular bed protections

For the design of granular bed protections often a stability parameter is used. The stability parameter represents the forces that are acting on the stones and is used to predict the response of the bed to these forces. Existing parameters are often derived for a limited range of application. When the parameter is used outside this range, the...

"2D or not 2D?" Three-dimensional effects in two-dimensional modelling of oscillatory flow in shelf seas and estuaries

This study develops a theoretical framework to judge in which particular instances a two-dimensional depth-averaged model is sufficient to simulate flow processes in continental shelf seas or when a fully three-dimensional model is required for accurate results. A depth-averaged model does not give any vertical information, which is unfortunate...

Economic optimization of breakwaters - Case study: Maintenance of Port of Constantza’s Northern Breakwater

This report presents the results of an Additional MSc Thesis as part of the Master Programme of Hydraulic Engineering from the Delft University of Technology Civil Engineering and Geosciences Faculty. The objective of this additional graduation work is to provide a better insight on economical optimization of breakwaters. Information about the...

Short Term Morphological Impact of the Eierlandsedam

After decades of coastal erosion in the north-west area of the Island of Texel, the shore-normal `Eierlandse Dam` had been built in 1995. The dam, situated in the outer delta of the Eierlandse Gat tidal inlet, resulted in a remarkable short-term morphological development of the adjacent coast. Four years following completion of the dam, large...

Stability of slope material affected by bow thrusters at open quay structures

In the last decades shipping has increased significantly, resulting in larger ships with an increasing power in bow thrusters. Due to this increasing power, the hydraulic loads at bottom protection near quay structures has also increased, making a traditional bed protection more expensive. Therefore an alternative design method is suggested in...

Optimization of the operational use of entrance channels based on channel depth requirements

Large capital and maintenance dredging operations are required to ensure the accessibility of many ports. The expenses associated with the dredging operations can have a significant impact on the finances of these ports. Therefore, considerable attention to the design of the width and depth aspects of access channels is justifiable. This study...

The Value of Perception: An Analysis of Port of Rotterdam's Social Valuation Approach From a Stakeholder Point of View

Hydrodynamics of horizontal-axis tidal current turbines; A modelling approach based on Delft3D

A Horizontal-axis tidal current turbine (HATT) is a device that converts tidal energy into electrical power. The HATT uses the tidal current to generate electricity. There are plans to implement HATTs on a commercial scale in tidal farms similar to wind-turbine farms. However, experience with prototype farm arrangements in the field is lacking....

The Bolivar Roads Surge Barrier: A conceptual design for the environmental section

In response to the devastation caused by Hurricane Ike to the Galveston Bay Area, Texas, United States in September 2008, several proposals emerged to protect the region against future storm surges. One of them is a coastal spine called the ’Ike Dike’. A challenge for this 160 km [100 mi] long flood protection is to cross Bolivar Roads, a 2.8 km...

Numerical modelling of bow thrusters at open quay structures

Introduction Bow thrusters are of great help for the navigation at quay walls, but the high and turbulent velocities can result in a bed load exceeding the strength of the bed or bed protection. To be able to design a stable bed the velocities at the bed need to be accurately determined. In design practise the velocities generated by a propeller...

Modelling of Scour Depth at Quay Walls due to Thrusters

Introduction Inland and seagoing vessels are equipped with (bow) thrusters. The use of these thrusters can cause scour of the bed alongside a quay wall. In order to assess the consequences of local scour due to bow thrusters on the design of the structure it is desirable to know the dimensions of the scour holes as a function of in time....

Cost optimal river dike design using probabilistic methods

This research follows a fully probabilistic approach in order to estimate the optimal design for a river dike cross-section, taking into account the investment costs. From the theory studied, the failure mechanisms that contribute most to the failure of river dikes are identified. These are overflowing, wave overtopping, piping and inner slope...

Wave Overtopping Resilient 'Afsluitdijk': Design Procedures for Landward Slope Erosion Stability during Large Overtopping Volume Events

The Afsluitdijk is unable to withstand the future conditions that belong to an annual probability of occurrence of 1/10 000 per year for water level and wave conditions. Solution of Rijkswaterstaat is to strengthen the dike according to the principle of the wave overtopping resilient dike (NL: Overslagbestendige dijk). Therefore the Afsluitdijk...