Programa de Pós-graduação em Engenharia Ambiental e Sanitária
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Navegando Programa de Pós-graduação em Engenharia Ambiental e Sanitária por Por Orientador "ARAÚJO, José Vicente Granato de"
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Item Implantação de um programa de uso racional de água na universidade federal de goiás estudo de caso edifício da reitoria(Universidade Federal de Goiás, 2011-09-01) GOMES, Marcelus Isaac Lemos; ARAÚJO, José Vicente Granato de; http://lattes.cnpq.br/2401010575058480The water scarcity has led to changes in position of economic environmental and political issues besides trying to seek new sources of water located at further distances in places more distant. That is to reduce the amount of water needed by, urban population without compromising the quality of activities. This work had the objective to establish a water conservation program, initiated by the implementation of programs for the Rational Use of Water in the building of the Rectory of the Federal University of Goiás, in the city of Goiania. The building selected for the development of a Case Study is used for administrative activities. It comprises two floors, with total built up area of 2,013.84 m2, which was chosen because it showed characteristics that allowed the installation of water meter, for monitoring the daily consumption, and the registration of all points of water consumption, as well as the classification of user categories (including fixed and transitory people). The methodology used considered initially an evaluation and a diagnostic of the building selected for the study. In the sequence a plan was developed and the proposed actions to help in the reduction in water usage was later implemented. Finally, the management of the actions to keep rational usage of water took place including daily monitoring. Based on the analysis of the collected data an economic analysis was carry out to quantify the economic benefits achieved. The consumption data were collected over a period of 240 days, including 120 days before and 120 days after the implementation of water saving measures. The collected data allowed an analysis of the potential for reducing the monthly consumption of water, which in this case was around 30%. The economic analysis showed that the amount invested, including equipment and manpower, would be paid in approximately 20 months, considering average rate of the capital return equal to 0.75% per month.Item Uso de geoprocessamento para mapeamento de vulnerabilidade como instrumento de gestão de águas subterrâneas em Aparecida de Goiânia/GO(Universidade Federal de Goiás, 2010-09-03) NOGUEIRA, Annyella Kássia; ARAÚJO, José Vicente Granato de; http://lattes.cnpq.br/2401010575058480The research developed sought to contribute to the conservation of groundwater resources, aiming in developing a Geographic Information System (GIS) as a tool to manage the use of groundwater targeting the sustainable use, for public supply in the city of Aparecida de Goiânia/GO. In order to achieve this, a Geographic Information System (GIS) was used for the registration of deep wells, continuing the research with a study of natural vulnerability by mapping the information obtained wich relates the potential sources of contamination. Data collection took place through a consultation with the Information System for Groundwater (SIAGAS) and through the System of Statistics and Geographic Information of the State of Goiás (SIEG). Through the database development it was possible to apply the DRASTIC method adapted by Narciso and Gomes (2005) and GOD method proposed by Foster and Hirata (1988) for mapping vulnerability to contamination of groundwater resources. In order to apply the DRASTIC method adapted, maps were generated for slope, land use, geology, geomorphology, water resources and human occupation. The map resulting from this method shows four classes: low, medium, high and very high, showing that of the 288 square kilometers of this city, almost 80% were classified as having medium vulnerability fir the groundwater quality. For the GOD method, maps of the degree of hydraulic confinement, geology and depth or distance of the groundwater level were generated. The map resulting from this process had only three classes: negligible, low and high, showing that 76% of the area was classified as having a negligible vulnerability. This occurred because this method does not consider human occupation.Item Avaliação do desempenho do sistema de descarte de água de chuva coletada em coberturas de três diferentes tipos de materiais(Universidade Federal de Goiás, 2010-05-20) ROCHA, Bárbara Cristina Castro de Melo; ARAÚJO, José Vicente Granato de; http://lattes.cnpq.br/2401010575058480The water shortage has become one of the world's main problems, leading to the development of new technologies and practices of water conservation. In order to obtain more effective solutions to solve this problem, new researches have been carried on to create hydraulic and sanitary systems more sustainable or, at least, system that causes less impact to the environment. Among the technologies economically available on water conservation in buildings, the use of rainfall collected from roofs can be of great potential to become a viable solution. The objective of this work is to study the ideal conditions for the disposal process of rainfall collected from three roofs made of different materials: metal, asbestos cement and ceramic tiles, located nearby, with the purpose of identifying both the ideal volume of disposal and the achievement of water quality standards, so that it becomes feasible for future uses. To do so, experimental units were installed to collect, dispose and store rainwater from three buildings located within the area of the School of Civil Engineering at Federal University of Goiás. After monitoring the volume of disposal correlating it with the quality assessment of the rainwater collected in each type of roof and with the rainwater collected directly from the atmosphere, the processes were evaluated based on the observed parameters and on the criteria established by the NBR 15,527 (ABNT, 2007), in order to identify the best way to implement disposal units in rainwater usage systems in buildings. It had been found that the rainwater disposal process is essential for obtaining water with better quality from these systems. It had also been observed that the disposal based on time does not seem to be securely enough to guarantee the necessarily quality in the collected water. Among the roofs in study, the metal roof gave water with the best quality after the disposal of the first 100 liters collected (this corresponds to 1,33 mm of accumulated rainfall in the area of study). It is presumed that the metal roof is the best choice to collect rainfall water because it is smoother and has almost no overlapping tiles. On the other hand, the 2 mm rainwater disposal suggested by NBR 15,527 (ABNT, 2007) has shown to be insufficient to guarantee the safe and secure use of the collected water to both users and hydraulic installations, requiring for this purpose the installation of at least a simplified water treatment unit.