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![Figure 3: Pressure distributions for the design of NDCTs (Gould [8])](profile/Jeroen-Coenders/publication/283258256/figure/fig9/AS:668450057883658@1536382321513/Pressure-distributions-for-the-design-of-NDCTs-Gould-8_Q320.jpg)
A solar updraft tower is a type of power plant which uses solar irradiation to generate electricity. It consists of three elements: a solar air collector, wind turbines and a chimney. The proposed concepts for this chimney schematise it as a 1-km-tall reinforced concrete shell, which are vulnerable to resonance induced by storm actions. This paper...
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Context 1
... loads are not included in the model as there is still very little known about the construction process and therefore would warrant a research of its own. Therefore, the load model for the chimney will be simplified as to only include dead loads D and wind loads W. The corrected logarithmic profile (see Figure 2, left), developed by Harris and Deaves, has been used in this research as, unlike other wind profiles, it takes into account the Coriolis effect which influences wind speeds at high altitudes. In addition, the density of air also varies based on the altitude, which, given the height of a SUT, is not to be neglected (see Figure 2, right). ...
Context 2
... the load model for the chimney will be simplified as to only include dead loads D and wind loads W. The corrected logarithmic profile (see Figure 2, left), developed by Harris and Deaves, has been used in this research as, unlike other wind profiles, it takes into account the Coriolis effect which influences wind speeds at high altitudes. In addition, the density of air also varies based on the altitude, which, given the height of a SUT, is not to be neglected (see Figure 2, right). Lastly, the pressure distribution for the SUT is derived from the codes of natural draft cooling towers (NDCTs) (see Figure 3). ...
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Citations
... cooling towers. A few publications in this field of research will be mentioned here [21][22][23][24]. The whole analysis of the tower and collector can be found at the report for 2015 [25]. ...
This work is part of a joint project funded by the Science and Technology Development Fund (STDF) of the Arab republic of Egypt and the Federal Ministry of Education and Research (BMBF) of the Federal Republic of Germany. Continuation of the use of fossil fuels in electricity production systems causes many problems such as: global warming, other environmental concerns, the depletion of fossil fuels reserves and continuing rise in the price of fuels. One of the most promising paths to solve the energy crisis is utilizing the renewable energy resources. In Egypt, high insolation and more than 90 percent available desert lands are two main factors that encourage the full development of solar power plants for thermal and electrical energy production. With an average temperature of about 40 °C for more than half of the year and average annual sunshine of about 3200 hours, which is close to the theoretical maximum annual sunshine hours, Aswan is one of the hottest and sunniest cities in the world. This climatic condition makes the city an ideal place for implementing solar energy harvesting projects from solar updraft tower. Therefore, a Solar Chimney Power Plant (SCPP) is being installed at Aswan City. The chimney height is 20.0 m, its diameter is 1.0m and the collector is a four-sided pyramid, which has a side length of 28.5 m. A mathematical model is used to predict its performance. The model shows that the plant can produce a maximum theoretical power of 2 kW. Moreover, a CFD code is used to analyse the temperature and velocity distribution inside the collector, turbine and chimney at different operating conditions. Static calculations, including dead weight and wind forces on the solar updraft chimney and its solar collector, have been performed for the prototype. Mechanical loading and ambient impact on highly used industrial structures such as chimneys and masts cause lifetime-related deteriorations. Structural degradations occur not only from rare extreme loading events, but often as a result of the ensemble of load effects during the life-time of the structure. A Structural Health Monitoring (SHM), framework for continuous monitoring, is implemented on the solar tower. For the ongoing case study, the types of impacts, the development of the strategic sensor positioning concept, examples of the initially obtained results and further prospects are discussed. Additional wind tunnel tests have been performed to investigate the flow situation underneath the solar collector and inside the transition section. The flow situation in and around the SCPP has been simulated by a combination of the wind tunnel flow and a second flow inside the solar tower. Different wind tunnel velocities and volume flow rates have been measured respectively. Particle Image Velocimetry (PIV) measurements give some indication of the flow situation on the in- and outside of the solar tower and underneath the collector roof. Numerical simulations have been performed with the ANSYS Fluent to validate the experimental tests.
