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TRiceR: A Web Application for Supporting Risk Assessment of Ice Falling from Wind Turbine Blades

Journal of Civil Engineering and Architecture 2022年第2期16卷 67-77页

作者： Pascal Geerinck Tom Ghenne Johan Cobbaert Industrial Risk&Safety Management/Engie tractebel Brussels 1000Belgium Onshore Wind Realization/Engie tractebel Brussels 1000Belgium

In regions with high population densities, the development of wind energy projects situated in an industrial environment or close to cities is a preferred option, since it represents some major advantages. On the other hand, it also represents a drawback in terms of safety during winter conditions. Ice accretion on the wind turbine blades represents a major risk as ice fall may cause incidents, even lethal accidents to people in the vicinity. The current common methodology to identify the potentially risky areas around wind turbines uses a deterministic approach which leads to excessively large zones around the turbines without granularity or circumstantial sub-zones. The approach presented in this paper is a probabilistic risk-based Monte Carlo methodology associated with an acceptance framework. Developed by Engie tractebel, this methodology allows a much more detailed mapping of the risk zones and also enables to model the impact of mitigating measures. This represents a real risk-based decision tool for windfarm developers and operators. The approach is fully compliant with the IEA (International Energy Agency) Wind “International Recommendations for Ice Fall and Ice Throw Risk Assessments” and recent international safety standards. The tool is available as a cloud-based application called TRiceR.

关键词： Ice fall wind turbine risk assessment mitigating measures Monte-Carlo simulations TRiceR

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Development of Physical and Chemical Processes to Increase the Efficiency of Concentration of Vinasse＇s Solids

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Journal of Environmental Science and Engineering(A) 2017年第2期6卷 90-97页

作者： Pietro Sica Antonio Sampaio Baptista Keshav Das Jose Piotrovski Department of Food Sciences (LAN) of Escola Superior de Agricultura aLuiz de Queiroz (ESALQ) University of Sao PauloPiracieaba Sao Paulo 13416398 Brazil Driftmier Engineering Center . University of Georgia Athens Georgia 30602 USA tractebel Agronomica Florianopolis Santa Catarina 88025-255 Brazil

Each year, ethanol production is increasing in Brazil, consequently, the generation of byproducts as well. Among these, the vinasse stands out. With polluting power a hundred times greater than domestic sewage and high concentration of minerals, vinasse is generated in large volumes. Because of these characteristics, it is widely used in fertirrigation. However, it is composed of about 97% water, inflating the cost of the transport from the plant to the field. For these reasons, removing water from the vinasse and the consequent concentration of solids is an alternative management and application of this by-product. This project aimed to analyze the efficiency of various physical and chemical processes in the removal of water from the vinasse.

关键词： Vinasse byproduct treatment physical and chemical treatments sugarcane mill sustainable development.

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Classification and Friction Angle from CPT in Gneissic Residual Soil of Brazil

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Journal of Geological Resource and Engineering 2019年第3期7卷 105-111页

作者： Fábio K. Silva César S. Godoi Li Fernanda S. Schuch Federal Institute of Santa Catarina Florianopolis 88020-300 Brazil tractebel Engineering University of South Santa Catarina Florianopolis 88015-201 Brazil

The current research presents the results of experiment in situ and laboratory research with the goal of determining the friction angle in residual soil using the CPT (cone penetration test). This experimental research was completed in an area of study, composed of slopes and plateaus, located in the southern region of Brazil, in the Santo Amaro da Imperatriz municipality. An SPT (standard penetration test) and CPT in situ test investigation campaign was conducted and collected from deformed and undeformed samples for physical characterization and triaxial tests. The results made it possible to classify the soils analyzed according to the unified methodology proposed by Robertson that, based on studies provide friction angle values along the hole’s depth, and obtained through the CPT. The friction angle values obtained in the CPT indicated a well-defined trend of high values at the surface, which decrease in the middle of the soil mass and increase again near the healthy rock. The friction angles estimated by the CPT were overestimated when compared to laboratory estimations. This occurrence is explained by the fact that the measured resistance of the field tests is embedded in the cementation and suction plots.

关键词： Soil residual in situ tests friction angle.

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