Navegando por Assunto "Barragens de rejeitos"

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Acesso aberto (Open Access)
Análise temporal dos impactos socioambientais das barragens de rejeito na bacia hidrográfica do rio Murucupi, Barcarena – PA
(Universidade Federal do Pará, 2018) SANTOS, André Thiago Lemos Miranda dos; VILHENA, Karyme do Socorro de Souza; http://lattes.cnpq.br/3071495983880548
The objective of this study is to carry out a survey of the socio-environmental influence of the users of the Murucupi River Basin, focusing on the buses of the company that uses the basin, located in the municipality of Barcarena in the State of Pará, Brazil. taking into account the multiple uses of soil and water.. The research considers multiples land uses, as well as the impacts caused by the tailings pond. For this assessment, Temporary Geographic Information Systems (TGIS) maps were applied using for the period of 1986 to 2017 data from USGS mapping and for the period of 2004 to 2014 data from TerraClass project mapping. Through this database, the impacts arising from the multiple uses of natural resources and socioenvironmental degradation observed in Barcarena were measured. Changes in land use were obtained through the State Department of Environment and Sustainability-SEMAS and IBGE data. The technical-scientific data were correlated to the socioenvironmental degradation maps in order to determine the socioenvironmental pressure caused by the installation the Imerys’ tailings pond in the study area. In addition to exposing the negative perception of the population in relation to the dam companies, through the application of online forms.
Acesso aberto (Open Access)
Avaliação da segurança da barragem Labourrie/AP à luz de diferentes metodologias
(Universidade Federal do Pará, 2020-03-05) RAMBO, Luis Henrique; SILVA, Adriano Frutuoso da; http://lattes.cnpq.br/3321059172343690
In recent years, dams in Brazil have been constantly related to the occurrence of numerous engineering problems, whether in design, construction methods, control, monitoring, instrumentation, etc., these situations were created as a result of some accidents that occurred, such as Mariana's cases and Brumadinho / MG. The inadequate design and construction of these structures represents a great risk to society, the environment and the economy. Thus, in this work, we chose, as a case study, to analyze the safety of the Laborrie tailings dam, located in the Lourenço district, in the state of Amapá, based on risk analysis and associated potential damage. The methodologies used were: SABESP, COGERH (modified), USACE, CNRH Res. 143/2012 and ANM Ordinance 70.389 / 2017. The study identified the similarity in the methods, oscillating in the weights used for calculations, as well as identified the method that does not use any relevant item in the analysis of tailings dams. Therefore, it is concluded that for the Laborrie Dam case study, the use for risk assessment of tailings dams using the ANM methodology and resolution 143, are the most indicated, which does not invalidate the use of the other methodologies, however, each particularity of the proposed method must be analyzed, in order to fill in the information that really has relevance and direct impact in the search for a closer approximation of the result.
Acesso aberto (Open Access)
Metodologia para preparação e avaliação de resposta a simulados de emergência de barragem de mineração
(Universidade Federal do Pará, 2018-05-11) DIAS, Rogério Eduardo Souza de Almeida; GOUVEIA, Fernanda Pereira; http://lattes.cnpq.br/1772072130947378
Mining dams are fundamental elements for the process of mineral processing due to the need to concentrate or separate the mineral components of economic interest from the economically unusable components (mining tailings). In order for the tailings to be stored, the reservoirs of dams built in the mining projects for this purpose are commonly used. Over time, dams accumulate large volumes of tailings and water become susceptible to undesirable situations, such as diverse anomalies and failures. In this context, the present research has the objective of presenting a methodology for the preparation and evaluation of response to the Table Top and Full Scale simulated emergency simulations from the PAEBM of the Pera Jusante mining dam, located in the municipality of Parauapebas, state of Pará. The motivation of the work proposal was based on bibliographical research that indicated the lack of methodologies for the application of emergency simulation with mining dams. The methodology was developed based on three stages, the first being the presentation of the dam case study (including the downstream area), the second the execution of the emergency simulation and the third the evaluation of the efficacy of the simulated. The preparation verification methodology used international simulation concepts of emergencies in a gradual and adapted way for dams, starting with the Table Top Exercise and then performing the simulated exercise of full scale field evacuation. During the execution phase of the simulation, guides were prepared to help prepare both the agents involved and the population exposed to the flood spot. In order to record the information of the emergency simulation, it was proposed the use of files containing the details of the emergency situations, the expected responses and other information for the conduct of the simulations. As results obtained it is possible to emphasize that in the stage of execution of the simulated it was possible to know the capacity to respond to a possible emergency situation in the dam case study, with a response from the point of view of the very positive researcher, since it met the (Table Top Exercise) and 93.33% for the Full Scale Exercise simulation. The present research can be applied to any mining dam that has a PAEBM designed and is expected to contribute to the improvement of the methodologies of preparation and response to emergencies with mining dams, being used to improve the process of mining companies that already practice similar actions, and above all, mining companies that are still starting work on emergency preparedness and response to the safety of the downstream population.
Acesso aberto (Open Access)
Proposta de instalação de sistema de alerta em zona de segurança secundária (ZSS): um estudo de caso da barragem de mineração do Gelado – PA.
(Universidade Federal do Pará, 2020-07-10) MORAES, Max Roberto Lima de; GOUVEIA, Fernanda Pereira; http://lattes.cnpq.br/1772072130947378
The tailings dams, most of the times, present a high associated risk, considering the characteristics inherent to the materials that constitute them, and to the existing elevation processes to increase their storage capacity. Thus, studies related to security alert systems are important in order to guarantee alert procedures for the population that is at risk. In this context, this research aims to present a proposal for the installation of an emergency alert system in the secondary safety zone (ZSS) of the Gelado dam, in view of the existence of a population affected by the hypothetical flood spot, presenting the budget of the system based on an actual project. It was also sought to verify the possibility of funding the alert system by the municipal entity, given that it annually collects financial resources from CFEM (Financial Compensation for the Exploration of Mineral Resources). The research methodology was developed based on three stages, the first step 1 - characterization of ZAS and ZSS; step 2 - definition of the location of the installation of the emergency alert system for the ice cream dam ZSS and; step 3 - determining the estimated budget of the alert system in the ZSS. The estimated value for the implementation of the entire alert system, including preventive and corrective maintenance, was R $ 1,678,224.25, being the system composed of five alert towers whose sound protection radius of each tower is 2 km, defined by a minimum sound volume of 70 decibels, sufficient to alert an estimated population of 4,075 inhabitants. It was also concluded that the city of Parauapebas could pay for the installation of the proposed system, since it is benefited annually with significant financial resources from CFEM, having received an average of R $ 457,813,870.35 in the last eleven years (resource that would represent a percentage of 0.37% of the implantation costs). The installation of the system in the ZSS of the Gelado dam would allow, in the event of a collapse, the agility when reporting the accident in the ZSS, implying a lower number of victims, considering that only ZAS has an emergency alert system installed.