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No description available.

No description available.

No description available.

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The technologies of urban wind turbines have been rapidly developed in recent years, but urban wind turbines have not found a wide application due to the limitations of their designs. The power output of urban wind turbine is significantly affected by urban terrain, which can cause low speed flow with frequent change of its direction. Thus, there is a need for a new wind turbine to meet the requirements of an urban wind turbine. In this study, a novel wind turbine for urban areas was designed and developed. The investigations of the novel urban wind turbine were carried out by using computational fluid dynamic (CFD) simulations and wind tunnel tests. The results from the investigation have shown that the novel wind turbine has a great potential to harvest wind energy in urban areas. A detailed study of effects of each parameter on wind energy concentration of the novel wind turbine was carried out with CFD simulations. According to the simulation results, the shroud structure of the novel wind turbine was modified and the dimensions of the final structure were identified. It was determined that the capability of wind energy concentration of the novel wind turbine shroud has been significantly improved through the structure optimisations. Furthermore, guide vane and impulse turbine were implemented in the novel wind turbine. The flow characteristics through the guide vane was studied and discussed. It was found that the wind flow characteristics can be properly modified by implementing guide vane and the structure of impulse turbine was suitable to be implemented in the novel wind turbine due to the flow characteristic through the guide vane.

Beobachtete und über parametns1erte Beziehungen berechnete Windreibungs-koeffizienten werden für die Zeit eines Sturms, der in der Zeit zwischen dem 08.07.96 und 11.07.96 an der Ostseeküste tobte, verglichen. Die innerhalb der ufernahen Zone aus Windprofildaten ermittelten Reibungskoeffizienten lassen sich mit weniger als 20% Fehler auch über vorliegende parametrisierten Beziehungen aus einer standardisierten Windgeschwindigkeitsmessung berechnen. / A comparison between observed and calculated wind drag coefficients were investigated during a storm with wind speeds up to 20 m/s at the Baltic Sea coast between 3th July, 1996 and 1 lth July, 1996. The drag coefficient which was determined from observed wind speeds from wind profile measurements can also be predicted on behalf of parameterised relations with a random error less then 20%.

In der vorliegenden Studie wird einerseits die Winderosion und der damit verbundene Sedimenttransport hinter ausgedehnten Waldgebieten, die in ihrer Zusammensetzung typisch für den Nordraum von Leipzig sind, und hinter schmalen Gehölzschutzstreifen untersucht. Als Ergebnis dieser Analyse lassen sich Empfehlungen für die günstigsten Eigenschaften von Windschutzanpflanzungen hinsichtlich einer maximalen Schutzwirkung vor Sedimenttransport ableiten. Andererseits wird die Häufigkeit möglicher erosiver Ereignisse am Beispiel einer für das Untersuchungsgebiet repräsentativen meteorologischen Station geprüft. Kritische meteorologische Randbedingungen für erosive Prozesse treten entsprechend einer statistischen Datenanalyse zweimal pro Jahr auf. / On the one hand, the wind erosion and the associated sediment transport behind extensive forest areas, which are typically for the northern area of Leipzig, and behind narrow shelterbelts were examined in this study. Recommendations for the favourable properties of such protective arrangements with reference to the maximal shelter effect against sediment transport follow from this analyses. On the other hand, the :frequency of the potential occurrence of erosion will be proofed by data of a representatively meteorological station. Critically meteorological conditions appear two times per year corresponding to the statistical analyses.

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No description available.