Antarctic Wind Engineering deals with the effects of wind on the built environment. The assessment of wind induced forces, wind resource and wind driven snowdrifts are the main tasks for a wind engineer when participating on the design of an Antarctic building. While conventional Wind Engineering techniques are generally applicable to the Antarctic environment, there are some aspects that require further analysis due to the special characteristics of the Antarctic wind climate and its boundary layer meteorology. The first issue in remote places like Antarctica is the lack of site wind measurements and meteorological information in general. In order to complement this shortage of information various meteorological databases have been surveyed. Global Reanalyses, produced by the European Met Office ECMWF, and RACMO/ANT mesoscale model simulations, produced by the Institute for Marine and Atmospheric Research of Utrecht University (IMAU), have been validated versus independent observations from a network of 115 automatic weather stations. The resolution of these models, of some tens of kilometers, is sufficient to characterize the wind climate in areas of smooth topography like the interior plateaus or the coastal ice shelves. In contrast, in escarpment and coastal areas, where the terrain gets rugged and katabatic winds are further intensified in confluence zones, the models lack resolution and underestimate the wind velocity. The Antarctic atmospheric boundary layer (ABL) is characterized by the presence of strong katabatic winds that are generated by the presence of surface temperature inversions in sloping terrain. This inversion is persistent in Antarctica due to an almost continuous cooling by longwave radiation, especially during the winter night. As a result, the ABL is stably stratified most of the time and, only when the wind speed is high it becomes near neutrally stratified. This thesis also aims at making a critical review of the hypothesis underlying wind engineering models when extreme boundary layer situations are faced. It will be shown that the classical approach of assuming a neutral log-law in the surface layer can hold for studies of wind loading under strong winds but can be of limited use when detailed assessments are pursued. The Antarctic landscape, mostly composed of very long fetches of ice covered terrain, makes it an optimum natural laboratory for the development of homogeneous boundary layers, which are a basic need for the formulation of ABL theories. Flux-profile measurements, made at Halley Research Station in the Brunt Ice Shelf by the British Antarctic Survery (BAS), have been used to analyze boundary layer similarity in view of formulating a one-dimensional ABL model. A 1D model of the neutral and stable boundary layer with a transport model for blowing snow has been implemented and verified versus test cases of the literature. A validation of quasi-stationary homogeneous profiles at different levels of stability confirms that such 1D models can be used to classify wind profiles to be used as boundary conditions for detailed 3D computational wind engineering studies. A summary of the wind engineering activities carried out during the design of the Antarctic Research Station is provided as contextual reference and point of departure of this thesis. An elevated building on top of sloping terrain and connected to an under-snow garage constitutes a challenging environment for building design. Building aerodynamics and snowdrift management were tested in the von Karman Institute L1B wind tunnel for different building geometries and ridge integrations. Not only for safety and cost reduction but also for the integration of renewable energies, important benefits in the design of a building can be achieved if wind engineering is considered since the conceptual phase of the integrated building design process.

The effect of building geometry on the wind environment of cities is such that it can cause problems like wind danger, discomfort and poor ventilation of airborne pollutants. Computational fluid dynamics (CFD) can play a role in assessing changes in wind environment caused by building projects before realisation at little cost. However, the current state-of-the-art methods, RANS and LES, force a steep trade-off between accuracy and computational cost, and neither method is truly predictive. Time-resolved adaptive direct finite element simulation (DFS) is a method for CFD that is predictive and automatically optimises the mesh for a goal quantity, making it both efficient and accurate. In this thesis, DFS was implemented in FEniCS and used on basic validation cases to provide a proof of concept for the use of this method in the building aerodynamics, on resources freely available to anyone. The results show that the method is accurate to within 10% of the validation data with respect to the goal quantity. Visually, the expected flow features are clearly identifiable. DFS was successfully applied to a relatively complicated building geometry, with a total computation time of about 120 core-hours. We conclude that DFS has significant potential as a method for evaluating urban wind environments. Furthermore, because of its ease of use and lack of parameters, DFS can play an important role in helping architects, designers and students understand the effect of urban geometries on the wind environment. This report provides a basis for further research on DFS for building aerodynamics, as validation on more diverse urban geometries is still necessary. / Effekten av byggnaders form och geometri är så viktig att den kan ge problem för ventilation av t.ex. föroreningar, för energieffektivitet, och för vindfaror med t.ex. hög vindhastihet som kan vara farligt eller skapa obehag. Beräkningsströmningsdynamik (CFD) kan ha en roll i bedömningen av byggnadsprojekt i ett tidigt skede till liten kostnad. Dock är de etablerade och ledande metodikerna, RANS och LES, inte prediktiva och tvingar fram en kompromiss mellan beräkningskosnad och noggrannhet. Vår metodik “Time-resolved adaptive direct finite element simulation” (DFS) är en metod för CFD som är prediktiv och automatiskt optimerar beräkningsnätet (och därmed beräkningskostnaden) för en given målkvantitet, som ger både effektivitet och noggrannhet. I denna avhandling implementerades DFS i FEniCS och användes i grundläggande valideringsfall för att ge ett proof of conceptför användning av denna metod i byggnadsaerodynamik, på resurser som är fritt tillgängliga för alla. Resultaten visar att metoden är korrekt inom 10% av valideringsdata med avseende på målkvantiteten. Visuellt är de förväntade flödesfunktionerna tydligt identifierbara. DFS applicerades framgångsrikt på en relativt komplicerad byggnadsgeometri med en total beräkningstid på cirka 120 kärntimmar, vilket är en försumbar kostnad. Vi drar slutsatsen att DFS har en betydande potential som metod för utvärdering av stadsvindmiljöer. Dessutom, på grund av dess användarvänlighet och frihet från parametrar, kan DFS spela en viktig roll för att hjälpa arkitekter, designers och studenter att förstå effekterna av stadsgeometrier på vindmiljön. Denna rapport ger en grund för vidare forskning om DFS för aerodynamik, eftersom validering av mer olika stadsgeometrier fortfarande är nödvändig.

Antarctic Wind Engineering deals with the effects of wind on the built environment. The assessment of wind induced forces, wind resource and wind driven snowdrifts are the main tasks for a wind engineer when participating on the design of an Antarctic building. While conventional Wind Engineering techniques are generally applicable to the Antarctic environment, there are some aspects that require further analysis due to the special characteristics of the Antarctic wind climate and its boundary layer meteorology. <p>The first issue in remote places like Antarctica is the lack of site wind measurements and meteorological information in general. In order to complement this shortage of information various meteorological databases have been surveyed. Global Reanalyses, produced by the European Met Office ECMWF, and RACMO/ANT mesoscale model simulations, produced by the Institute for Marine and Atmospheric Research of Utrecht University (IMAU), have been validated versus independent observations from a network of 115 automatic weather stations. The resolution of these models, of some tens of kilometers, is sufficient to characterize the wind climate in areas of smooth topography like the interior plateaus or the coastal ice shelves. In contrast, in escarpment and coastal areas, where the terrain gets rugged and katabatic winds are further intensified in confluence zones, the models lack resolution and underestimate the wind velocity. <p>The Antarctic atmospheric boundary layer (ABL) is characterized by the presence of strong katabatic winds that are generated by the presence of surface temperature inversions in sloping terrain. This inversion is persistent in Antarctica due to an almost continuous cooling by longwave radiation, especially during the winter night. As a result, the ABL is stably stratified most of the time and, only when the wind speed is high it becomes near neutrally stratified. This thesis also aims at making a critical review of the hypothesis underlying wind engineering models when extreme boundary layer situations are faced. It will be shown that the classical approach of assuming a neutral log-law in the surface layer can hold for studies of wind loading under strong winds but can be of limited use when detailed assessments are pursued. <p>The Antarctic landscape, mostly composed of very long fetches of ice covered terrain, makes it an optimum natural laboratory for the development of homogeneous boundary layers, which are a basic need for the formulation of ABL theories. Flux-profile measurements, made at Halley Research Station in the Brunt Ice Shelf by the British Antarctic Survery (BAS), have been used to analyze boundary layer similarity in view of formulating a one-dimensional ABL model. A 1D model of the neutral and stable boundary layer with a transport model for blowing snow has been implemented and verified versus test cases of the literature. A validation of quasi-stationary homogeneous profiles at different levels of stability confirms that such 1D models can be used to classify wind profiles to be used as boundary conditions for detailed 3D computational wind engineering studies. <p>A summary of the wind engineering activities carried out during the design of the Antarctic Research Station is provided as contextual reference and point of departure of this thesis. An elevated building on top of sloping terrain and connected to an under-snow garage constitutes a challenging environment for building design. Building aerodynamics and snowdrift management were tested in the von Karman Institute L1B wind tunnel for different building geometries and ridge integrations. Not only for safety and cost reduction but also for the integration of renewable energies, important benefits in the design of a building can be achieved if wind engineering is considered since the conceptual phase of the integrated building design process.<p> / Doctorat en Sciences de l'ingénieur / info:eu-repo/semantics/nonPublished