4 resultados para Vertical Burning
em Instituto Politécnico do Porto, Portugal
Resumo:
This paper presents the preliminary work of an approach where Fuzzy Boolean Nets (FBN) are being used to extract qualitative knowledge regarding the effect of prescribed fire burning on soil chemical physical properties. FBN were chosen due to the scarcity on available quantitative data.
Resumo:
The Portuguese northern forests are often and severely affected by wildfires during the Summer season. These occurrences significantly affect and negatively impact all ecosystems, namely soil, fauna and flora. In order to reduce the occurrences of natural wildfires, some measures to control the availability of fuel mass are regularly implemented. Those preventive actions concern mainly prescribed burnings and vegetation pruning. This work reports on the impact of a prescribed burning on several forest soil properties, namely pH, soil moisture, organic matter content and iron content, by monitoring the soil self-recovery capabilities during a one year span. The experiments were carried out in soil cover over a natural site of Andaluzitic schist, in Gramelas, Caminha, Portugal, which was kept intact from prescribed burnings during a period of four years. Soil samples were collected from five plots at three different layers (0–3, 3–6 and 6–18) 1 day before prescribed fire and at regular intervals after the prescribed fire. This paper presents an approach where Fuzzy Boolean Nets (FBN) and Fuzzy reasoning are used to extract qualitative knowledge regarding the effect of prescribed fire burning on soil properties. FBN were chosen due to the scarcity on available quantitative data. The results showed that soil properties were affected by prescribed burning practice and were unable to recover their initial values after one year.
Resumo:
The Portuguese northern forests are often and severely affected by wildfires during the summer season. These occurrences affect significant and rudely all ecosystems, namely soil, fauna and flora. Preventive actions such as prescribed burnings and clear-cut logging are frequently used and have showed a significant reduction of the natural wildfires occurrences. In Portugal, and due to some technical and operational conditions, prescribed burnings in forests are the most common preventive action used to reduce the existing fuel hazard. The overall impacts of this preventive action on Portuguese ecosystems are complex and not fully understood. This work reports to the study of a prescribed burning impact in soil chemical properties, namely pH, humidity and organic matter, by monitoring the soil self-recovery capacity. The experiments were carried out in soil cover over a natural site of Andaluzitic schist, in Gramelas, Caminha, Portugal, who was able to maintain itself intact from prescribed burnings from four years. The composed soil samples were collected from five plots at three different layers (0-3cm, 3-6cm and 6-18cm) 1 day before prescribed fire and after the prescribed fire. The results have shown that the dynamic equilibrium in soil was affected significantly.
Resumo:
O presente projeto foi realizado no âmbito da unidade curricular Dissertação/Estágio/Projeto, e desenvolve um estudo sobre as estruturas porticadas de sinalização vertical em Autoestradas, ao nível da estrutura metálica e das fundações, com o objetivo de analisar três casos diferentes com características distintas. Dois dos casos em estudo são modelos comuns que se encontram facilmente nas autoestradas. O terceiro tem uma configuração diferente, mais gravoso que o habitual. Com estes três casos obtém-se um estudo completo e abrangente deste tipo de estrutura porticada. Ao longo do projeto é seguida a norma EC3 (Eurocódigo 3 – Projeto de estruturas de aço). Dimensionaram-se as estruturas utilizando secções tubulares, mas é também realizado o dimensionamento de uma solução estrutural alternativa recorrendo a perfis laminados I ou H. As estruturas foram modeladas com recurso ao software de cálculo Autodesk Robot Structural Analysis Professional, obtendo-se os esforços e deformações nos vários pontos da estrutura, que permitem realizar o dimensionamento manual das secções dos perfis estruturais, chumbadouros, chapas de fundação e fundações propriamente ditas. Na parte final do projeto apresenta-se uma apreciação global do mesmo, conclusões gerais sobre os resultados obtidos e possíveis desenvolvimentos futuros.