575 publications from this institution
Coastal areas and seaport areas are exposed to high wind speeds which may involve risks for the ships and people working in the area. Therefore, knowledge of the microscale wind conditions is essential for safe maneuvering and mooring of ships and optimizing harbor design. In the present study, 3D steady RANS CFD simulations with the realizable k-ε turbulence model are performed for the new configuration of the "IJmuiden sea lock" in Amsterdam, the largest sea lock in the world at the time of writing this article. The computed wind speed and turbulence intensity amplification factors and the local wind directions are validated with on-site measurements for the old configuration of the sea lock. For the wind speed amplification factor and local wind direction, a satisfactory agreement is obtained with 90% of CFD data within ±30% from the measured data. Conversely, for the turbulence intensity amplification factor, less satisfactory agreement is found with 74% of CFD data within ±30% from the measured data. Overall, the 3D steady RANS approach shows a sufficiently high reliability for predicting the wind conditions in the seaport area under neutral atmospheric conditions.
The surface-averaged forced Convective Heat Transfer Coefficient (CHTC) distribution across the facades of a building is influenced by the complex interplay between a wide range of parameters including building geometry, position on the building facade, wind speed and wind direction. Existing CHTC expressions, however, consider the impact of these parameters either incompletely or not at all. Earlier studies have shown that this shortcoming can lead to significant errors in Building Energy Simulations. This paper, therefore, systematically investigates the combined effects of wind speed, building height and width, and wind direction on the surface-averaged forced CHTC for the windward facade of buildings and presents a new generalized CHTC expression as a function of these parameters. This expression is derived from high-resolution CFD simulations of wind flow and forced convective heat transfer for 70 different building geometries, 8 wind directions and 4 reference wind speed values. The 3D steady Reynolds-averaged Navier-Stokes equations are solved combining the high-Re number realizable k-e model and the low-Re number Wolfshtein model. The CFD simulations are based on a validation study with wind-tunnel measurements of surface temperature for a reduced-scale cubic model. The accuracy of the expression is confirmed by detailed in-sample and outof-sample evaluations.
A numerical method based on Computational Fluid Dynamics is applied for a preliminary study of the relationship between driving rain and building envelope pathology (facade surface disfigurement). The study is conducted for the case of the ceramic brick facade of a low-rise office building. It will be shown that the numerical method can be used to explain disfigurement patterns that are caused by direct driving rain impingement.
The Cruise Terminal of Rotterdam is situated at the river Maas in an urban area with both low-rise and high-rise buildings. Cruise ships navigating and mooring here interact with a complex wind flow field around these buildings. Rotterdam Port Authority wishes to know which wind conditions will cause the highest wind load on the cruise ships and how these wind loads can be predict-ed best. CFD simulations are performed and compared to locally obtained measurement data. Based on the CFD simulations a soft-ware application is developed to calculate the wind load on moored cruise ships based on wind speed and wind direction at a refer-ence measurement position.