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Item Acúmulo e carreamento de metais pesados e sólidos em superfícies asfálticas(Universidade Federal de Goiás, 2014-03-14) Silva, Emanoelle Pereira da; Siqueira, Eduardo Queija de; http://lattes.cnpq.br/8130881429925800; Siqueira, Eduardo Queija de; Milograna, Jussanã; Poleto, CristianoThis work aimed to quantify the build-up and wash-off pollutants in urban asphalt surfaces, mainly metals and solids, correlating the pollutant load with dry days, traffic load and rainfall intensity. The relationship between metals and particle size has been also evaluated. To do this, three streets with different traffic load as study area in Goiânia City were selected. The sediments samples were collected in six plots of 0,5 m² located in the central track of the streets during 14 days, collecting samples on 1°, 2°, 3°, 5°, 7° e 14° dry days by the vacuuming and sweeping method. For water sampling two rainfall intensities were selected to be simulated, through a simulated rainfall over an area of 3m², being on low and other high intensity, respectively 25 mm/h and 115 mm/h both with 15 minutes duration. Were simulated three events on the same experimental plot in witch study area and collected 5 water samples during witch rainfall event, which were analyzed by concentration of suspend and dissolved solids, DQO, conductivity and the metals copper, chromium, lead, cadmium, zinc, iron and manganese, determined by Atomic Absorption Spectroscopy. The results showed that build-up has a strong direct relationship with dray days and an inverse relationship with traffic load. For metals in sediments was verified that the higher concentrations are on particles < 63μm, and follow in general the concentration order Fe > Mn > Cu > Pb > Zn > Cd > Cr. The runoff water quality was observed that all the parameters analyzed, except chromium, were detected on selected study areas. The influence of rainfall intensity on wash-off pollutants was observed that this has fundamental importance, so that higher intensity wash-off a higher mass of solids and metals.Item Acúmulo e carreamento de poluentes em superfície de estacionamento(Universidade Federal de Goiás, 2012-09-21) Pauletti, Luciana Inácio; Siqueira, Eduardo Queija de; http://lattes.cnpq.br/8130881429925800; Siqueira, Eduardo Queija de; Kopp, Kátia Alcione; Andrade Neto, Cícero Onofre deThe stormwater runoff in urban areas is an important source of non-point pollutants. This study aimed to quantify the build-up and wash-off of pollutants, particularly metals, water runoff from a paved surface urban Goiânia. Studies to estimate the processes of build-up and wash-off are still incipient in Brazil. We evaluated twelve plots paved with size of 3m2, located in a public parking lot, where they were analyzed on build-up and wash-off in June and July 2012. To wash-off was used a rainfall simulator in three intensities, 69 mm/h, 109 mm/h and 180 mm/h. Quantitation of accumulation in sampled surfaces determined load per m2 to obtain the coefficient build-up as well as for the analysis of the influence of background dried days before sampling campaigns. The build-up was adjusted at four possible equations for use in models water quality: (1) Linear, (2) Power (3) Exponential, and (4) Michaelis-Menton by obtaining the best fit. The water quality parameters analyzed were used for calculation of Average Concentration Event (CME), building polutogramas, coefficient of wash-off and correlation analyzes. The accumulation rate obtained was, on average, 8.53 g/m2dia, and more days dry, the greater the accumulation of pollutants. Levels of metals were found in all analyzed plots for all simulated events in different periods. There sharp and direct correlation between variables, particularly suspended solids and metals. The intensity of rain on the wash-off was clear, since the simulated rain intensity shifted with greater dirtier. Parameters were obtained for modeling the quality of rainwater.Item Adição de resíduo de argamassas mistas na produção de tijolos modulares de solo-cimento(Universidade Federal de Goiás, 2008) Rodrigues, Mayza Loureiro Araújo; Ferreira, Regis; http://lattes.cnpq.br/3206688887219284; Bacarji, Edgar; http://lattes.cnpq.br/3206688887219284xxxxxxxItem Análise da consistência de dados hidrológicos a partir de diferentes modelos digitais de terreno(Universidade Federal de Goiás, 2015-02-20) Ribeiro, Hugo José; Milograna, Jussanã; Ferreira, Nilson Clementino; http://lattes.cnpq.br/6466969611652630; Ferreira, Nilson Clementino; Milograna, Jussanã; Araújo, José Vicente Granato de; Boggione, Giovanni de AraújoIn the digital relief is best represented by the digital terrain model (DTM) and the automatic extraction from topographical parameters of this data type, configures a viable alternative in relation to the manual process performed on topographic maps. However, the available data may contain faults or present information to altitude that are not exactly the terrain. In this sense, it is important to consider these issues in the application of MDT. In hydrology, for example, you must perform preprocessing steps to eliminate inconsistencies that might prevent the natural reproduction of the flow of water toward the riverbeds. The objective of this research is to check the limits of applicability of the MDTs in hydrological analyses. For this, we used 5 (five) MDTs data: Light Detection And Ranging-LIDAR; Aerial Photography; Topodata; ASTER Global Digital Elevation Model-Aster GDEM; Shuttle Radar Topography Mission-SRTM, with different spatial resolutions and methods of acquisition. These data were applied a technique of hydrological correction and subsequently were extracted attributes from all surfaces. This information was used in the construction of the time of concentration and consequently the design hydrographs, which in turn were used to extract the maximum flow of project to return periods of 5, 10, 15, 20, 25, 50 and 100 years, in a range of the curve number (CN) varying between 40 and 99. It was built using a programming language of 60 dimension array rows by 7 columns, where each line represents the maximum values of each design hydrograph flow generated from each value of CN. In the end, it was obtained a set of 24 arrays containing the values of the maximum flows of project for each CN value, and attributes extracted of the MDTs and of digital models of terrain Hidrologicamente Consistent (MDEHCs). In possession of this information, a statistical test was applied in order to assess the influence that the hydrological consistency method and the dimensions of the cells of the MDTs/MDEHCs had about the project flows. Was observed in one of the sub-basins analysed that the difference between the maximum design flow is directly proportional to the increase in CN and payback period. It was noted a difference of up to 173.7 m3/s to a CN of 99 and return period of 100 years. The hypothesis H0 of the proposed test was accepted in all return periods both in relation to hydrological consistency method applied as compared to cell dimension of MDTs. This means that it is possible to affirm with an error probability of "P-value" for return period, which the flows generated from the parameters of the MDTs differ from flows generated from the parameters of MDEHCs as well as between the MDTs surveyed at a significance level of 5%. From the results, it might be concluded that the interpolation method for hydrological consistency and size of the cell of the MDTs has influence on the generation of the maximum flow of project.Item Análise da dispersão de poluentes de origem veicular na BR-153 e sua relação com o uso do solo em área urbana do município de Goiânia(Universidade Federal de Goiás, 2014-04-25) Reis, Adriano Francisco dos; Godói, Emiliano Lôbo de; Hora, Karla Emmanuela Ribeiro; http://lattes.cnpq.br/6451685640638572; Hora, Karla Emmanuela Ribeiro; Godoi, Emiliano Lôbo de; Siqueira, Eduardo Queija de; Silva Júnior, Sílvio Barbosa daThe BR-153 is 15 kilometers long within Goiânia city, therefore, the evaluation of the levels of air pollution and noise related to the presence of the highway is an object of considerable importance. To this end, the situation in three variables related to environmental degradation was analyzed: the airborne particulate matter mass (PM) adsorbed on the leaf surface, the metals concentration presents in PM and the intensity of sound pressure. Due owning urban parameters that apply mostly in built macrozone - density basic standard - the region of Setor Morais and Vila Morais have been chosen to perform the measurements and the collections, which were done to both highway sides as for distant points, with the goal to make the dispersion analysis of such pollutants. The PM was collected from the leaves surface of seven copies of monguba (Pachira aquatica), which are found at different distances from the highway axis: near the axis and at 100, 200 and 300 meters from the track, on both sides; the metals concentration data were obtained from analysis by atomic absorption. Data on noise pollution were collected at four points: 13, 50, 150 and 300 m from the highway axis, along a cross-street, using type 2 sound level meter - the data analysis was performed with reference to the parameters set by NBR 10.151 for noise comfort. The collections and the measurements were made from July to December 2013, accompanied by checks climatic parameters in order to determine the influence of these parameters on the dispersion of possible pollutants. The highest value related to PM was 19.1 μg/mm2 of leaf surface, detected in September. No significant differences were observed in the mass PM and the metal concentration in the leaves of different trees. There was a decrease in the mass of PM with the highest rainfall, but for Zn, Ni and Fe concentrations, a higher concentration was observed in the rainy season. As for the sound pressure, nonconformity with acoustic comfort levels near the highway was observed, wherein the level reached 80.3 dB (A) on two occasions. For furthermost points - at 150 and 300 m - was observed that possible shortcoming is due mainly to noise sources locations. This work suggests revision of the land use allowed in the study area, associated with the change in the type of highway traffic to ensure to ensure less risk of environmental degradation to the population.Item Análise da eficiência de métodos de controle de Enchentes na atenuação de picos de cheias utilizando o modelo computacional SWMM Storm Water managemente model(Universidade Federal de Goiás, 2007-08-31) SILVA, Karla Alcione da; FORMIGA, Klebber Teodomiro Martins; http://lattes.cnpq.br/7889484406721543This research presents an evaluation of the eficiency of four flood control measures applied to an urban basin in the city of Goiânia, State of Goiás, Brazil. Goiânia shows frequent flooding problems. The following factors have been identified as causes of the floodings: (1) significant number of impervious areas (2) lack of green areas, (3) insuficient capacity of the pipe network to convey the produced water volume. Small detention basins, infiltration trenches and the increase of permeable areas (30-50%) within parcels have been evaluated as flood control measures as well as the use of the Lago do Bosque dos Buritis as a detention basin. For this purpose, the Stormwater Management Model SWMM has been applied for evaluating 11 hypothetic management measures in the water basin. The later control measures were evaluated individually as combined. In determining the impervious area index of the studied area, field visits have been carried out, which showed high imperviousness. (86.16%). A synthetic rainfall time series, derived from the equation proposed by Costa e Brito (1999) with recurrence of 2 years, has been used in the simulations. Horton`s equation was applied to represent infiltration with parameters presented in Moura (2005). The scenario which combines the use of infiltration trenches and the increase of pervious areas to 50% has shown to be the best solution in reducing peak flow with 43% eficiency. On the other hand, the scenario using detention basins presented the smallest efficiency (3%).Item Análise das rotas tecnológicas existentes para os resíduos sólidos urbanos no município de Cidade Ocidental/GO(Universidade Federal de Goiás, 2014-04-30) Colvero, Diogo Appel; Pfeiffer, Simone Costa; http://lattes.cnpq.br/5657584936394145; Pfeiffer, Simone Costa; Carvalho, Eraldo Henriques de; Pasqualetto, AntônioThe treatment and final disposal of solid waste (MSW) have raised concern and been the subject of intense debate, especially after the Law nº 12.305 of 2 August of 2010 which established the National Policy of Solid Waste (BRASIL, 2010a) . This Law established that municipalities would have up to four years to give a final environmentally correct their waste, from its publication layout. However, in Goiás, only fourteen of the 246 municipalities in the state currently have a landfill licensed by the Department of the Environment and Water Resources, of Goiás State (DEWR/GO). Thinking about it, aimed a municipality in the state who possessed a system of allocation of their MSW that targets minimizing impacts to the environment. picked up Cidade Ocidental/GO, a municipality that is part of the Integrated Development Region of the Distrito Federal and Surrounding Areas (IDRSA/DF), which has two different technological routes for disposal of solid waste: the first route, part of that waste is collected selectively and sent to a central screening called Association of Workers in Recycling and Reuse of Waste (AWRRW) and; in the second route, the remaining waste is conventionally collected and sent to landfill, which is operated by a private company, with that receives not only MSW Cidade Ocidental but also of Valparaíso de Goiás/GO - neighboring municipality to the city in study - thus forming a unique system in Goiás landfill shared. This system complies with the PNRS, which suggests the formation of consortia/sharing between cities, as well as the government will prioritize resources to municipalities that seek to unite to give a destination to their MSW. The objective of this study was to evaluate the technical, economic and environmental aspects existing of technological routes MSW municipality of Cidade Ocidental. For this, we carried out desk research by collecting secondary data and primary data collection also about technological routes of MSW city in study. The first route, the selective collecting-sorting central is not shared, because covers only the municipality of Cidade Ocidental, around 33.550 people attended. The current cost to maintain this system is R$ 375,58 per ton collected . The second route, the conventional collection-landfill is shared, also attending Valparaíso de Goiás, with about 190.000 people contemplated. To collect of form conventional and dispose at the landfill, the concessionaire, which forms with prefecture of Cidade Ocidental a public-private partnership of municipalities charge R$ 156,55 per tonne. The route of selective collecting-sorting central has some problems, which if corrected, can serve as a model for other municipalities in the state. And the second route, the conventional collection-landfill, has problems in public-private partnership, because the landfill is not the infrastructure and operation under ideal conditions, besides being with the license unsuccessful operation. However, if the mismatches are corrected, the landfill shared is a viable alternative to the municipalities of the state of Goiás.Item Análise de desempenho térmico e consumo de energia estudo de caso em hotelaria(Universidade Federal de Goiás, 2008-10-03) PINTO, Maryana de Souza; GEYER, André Bortolacci; http://lattes.cnpq.br/0135796530510700This study, concerns the area of Recursos Hídricos e Saneamento Ambiental, and investigates how internal and external temperature effects the comfort in a hotel building , which has multiple functions and different levels of users. It is aimed to check the thermal performances, considering the surrondings , the activities of the users, their preferences and possibilities of heat acclimatization, the final use and habits of consumption of electric energy. As a theoretical framework for this task, it uses by choice bioclimatic architecture , an area that concerns the construction focused on greater energy efficiency and comfort. The verification of environmental suitability offered in different environments evaluated, took advantage of the studies of Fanger (1970), suggested by ISO -7730 (1995), ISO-9920 (1995) and ASHRAE (1992), as well as questionnaires answered by users of the building. Thus proceeded to study the urban characterization of the city of Rio Quente; the survey and selection of the building for the Case Study; selection of sites for measurement, data collection, analysis and comparison of results with Thermal Comfort indexes suggested by Fanger (1970). The environments selected followed the criteria for critical positioning in line with the direction of longer periods of solar direct impact on the facades, the burden of occupation, the direct and ventilation equipment. This case study used five sets of comfort measuring devices, to obtain Dry Bulb Temperature (DBT) and Radiant Thermal Load (RTL) and Air Relative Humidity (ARH) . Data was collected internally and externally from the building in aim to verify the behaviour of this construction , and after the external data was compared to the data provided by the Plataforma de Coleta de Dados (PCD) of Serra de Caldas, for checking the quality of data available for designers. The analysis showed the best confort perfomance in the Accomodation Areas where, despite no possibility of acclimatization due to the short periods of stay , there was a significant response from the guests . The Common Area also showed satisfactory results in terms of this group of users, due to the characteristics of their clothing and metabolism which in itself merits this project. The worst performance took place in the Services Sector, which presented no conditions of comfort and stayed outside of Fanger´s scale during most of the day, subjecting users to discomfort, this shows that this group of users,workers, are not considered in the early stages of the project.Item Análise dos parâmetros do modelo hidrossedimentológico SWAT na bacia hidrográfica do Córrego Samambaia, Goiânia- GO(Universidade Federal de Goiás, 2015-11-04) Silva, Bruna Ferreira da; Soares, Alexandre Kepler; http://lattes.cnpq.br/3620209642728740; Soares, Alexandre Kepler; Siqueira, Eduardo Queija de; Ferreira , Manuel EduardoHydrological models have been a enough useful tool to management and decision-making support in river basin water resources planning since they are able to reproduce discharges and transport of sediments as well as to simulate different scenarios of land use and water quality. The main objective of this study is to perform the hydrossedimentological modeling of the Samambaia river basin Stream by applying the software SWAT. The study area is located in the north of the city of Goiânia and it has undergone an intense process of urbanization. Daily discharges and suspended sediment concentrations data were collected during 18 months in a specific section of the stream. The monitored data set has been used to analyze the influence of distinct parameters in the SWAT model adjustment. The results of the sensitivity analysis showed the parameters of soil evaporation compensation factor (Esco), threshold depth of water in the shallow aquifer required for return flow to occur (Gwqmn), available water capacity (Sol_Awc) and the depth of the soil layer (Sol_Z) as the most sensitive to simulations in terms of discharge, and the management practices and soil conservation parameter (Usle_P) to simulations in terms of suspended sediment concentrations. Best settings obtained for the precision statistics (Nash-Sutcliffe Coefficient - COE) were of 0.56 to 0.72 for calibration in terms of discharges and of 0.56 to 0.69 for calibration in terms of suspended sediment. The performance showed that the simulation with SWAT was adequate in relation to researches conducted in Brazil, whose values for model indicators are quite similar.Item Aprimoramento de biossensor de lacase para determinação de micropoluentes fenólicos em águas contaminadas(Universidade Federal de Goiás, 2015-01-30) Ribeiro Júnior, Eli José Miranda; Scalize, Paulo Sérgio; http://lattes.cnpq.br/0957896448117207; Gil, Eric de Souza; http://lattes.cnpq.br/3218622824233303; Gil, Eric de Souza; Santiago, Mariângela Fontes; Lobón, Germán SanzLaccase is a poliphenoloxidase enzyme that catalyzes the oxidation of phenolic compounds in the corresponding quinones. The current obtained in this redox process can be used for quantitative analysis. In this work, a carbon paste biosensor modified gluteraldehyde functionalized silica and an enzymatic extract of the “Pycnoporus sanguineus” fungi as a lacase source is proposed for phenol determination. The effect of carbon paste and electrolyte composition, pH from 3,0 to 8,0, start potential from 0,55 to 0,25mV, scan rate from 5 to 25 mV s-1 and potential pulse amplitude from 10 to 60mV on the differential pulse voltammetric response was investigated. A linear correlation of R² = 0,9946 was obtained for the phenol content (catechol) in the concentration range from 50 to 500nMol L-1, with a detection limit of 30nMol L-1. This biosensor was used for the determination of different kinds of phenolic compounds, presenting a better response for catechol.Item Aproveitamento de resíduos da extração de micaxisto em pavimentos flexíveis(Universidade Federal de Goiás, 2008-06-24) ARAUJO, Weliton Eduardo Lima de; REZENDE, Lilian Ribeiro de; http://lattes.cnpq.br/9258692609398794The recycling of materials has been strengthened as an efficient mechanism to minimise the problems caused by improper disposal of solid waste from human activities. Accordingly, the search for mechanisms able to absorb the waste from quarry, coming from the production of aggregates for construction, it becomes an important tool for mitigating externalities generated by the accumulation of such material. So the main objective of this research was to study the use of waste material from quarry as the basic constituent of layers and sub-base of flexible pavements. The residue studied comes from the processing of micaxist, and then called the dust of micaxist, coming from the quarry of the Department of Roads Rodagem the city of Goiania (DERMU-COMPAV). To assess the mechanical behavior, laboratory tests have been conducted (specific weight, Limits of consistency, size, compression, expansion and California Bearing Ratio) for samples: 1 (100% of micaxist powder), 2 (20% of powder micaxist and 80% soil), 3 (30% of powder micaxist and 70% only), 4 (soil), 5 (gravel) and 6 (30% crushed 1 and 70% soil). To assess the performance on the field of materials studied, was built in August and September 2007, a trial with a sentence of 300 meters, located at Amélia Rosa street, the site of Ipês, in Goiânia-Goiás, being divided into three sub-sections (soil + micaxisto of dust, soil + 1 and crushed gravel). The behaviour of these sub-sections were examined by means of testing the vial of sand, Speedy, proof of cargo on board, and dynamic cone penetromet, made during the execution of the sentence trial. With the data collected can be verified that the materials studied, with the exception of Sample 1, have shown properties physical and mechanical satisfactory, reflecting in a good technical performance in the laboratory and in field. The gravel had better results both in the laboratory to the field, proving the efficiency of such material has traditionally used in flooring. In general, concluded that for the dust of micaxist, the best performance was obtained for dosing 20% (Sample 2), comparable to traditional materials, thus demonstrating the possibility of using such waste in layers of sub-base and base of flexible pavements.Item Avaliação da codisposição de resíduos de fossa e tanque sépticos em sistema de tratamento de esgoto composto por lagoas anaeróbias, facultativas e de maturação(Universidade Federal de Goiás, 2013-07-17) Haddad, Katia Bittar; Carvalho, Eraldo Henriques de; http://lattes.cnpq.br/9604679266344482; Aguila, Nora Kátia Saavedra Del; Souza, Marco Antonio Almeida deThe deficiency displayed by public basic sanitation systems in Brazil forces a major part of the population to seek individual alternatives to the final treatment and disposal of domestic septage such as septic tanks and rudimentary cesspools. Waste coming from such individual systems are, for the most part, discharged into Waste Water Treatment Plants (WWTPs), which are not designed to such end. Hence, we observe a decrease in the efficiency of sanitary waste treatment by WWTPs, which, in turn, leads to the pollution of water resources. Thus, the present study aimed to assess the impacts caused by waste discharge from cesspools and septic tanks into an anaerobic lagoon, followed by a facultative and maturation lagoons. Barro Preto WWTP has two modules of stabilizing lagoons (A and B). Module A was utilized as evidence. In other words, it did not receive cesspool and septic tank waste discharge. Module B rate was 0.20%. In order to force the system, the WWTP total flow was deviated to module B and the volumetric flow rate yielded was 0.05%. To characterize sludge yield in the Trindade-GO municipality, composite samples from six septage haulers were collected. Parameter analyses were: PH, Biological Oxygen Demand (BOD), Chemical Oxygen Demand (COD), solid series (TSS,VSS, FSS,TS,TVS,TFS), oils and grease, total Kjedhal nitrogen, amonniacal nitrogen, phosphorus and Escherichia coli. Sludge deposit bathymetry was conducted in the anaerobic lagoons and surface scum bulk was collected and quantified. To assess the interference of co-treatment in the performance of stabilizing lagoons simple samples were collected from the anaerobic, facultative and maturation lagoons. Parameters analyzed were: PH, BOD, COD, settleable solids ,total suspended solids, amonniacal nitrogen, phosphorus, oils and grease, total coliforms and E. coli. For the independent samples the t- Student test was applied in order to compare the values obtained from the lagoon effluents. In addition, results from maturation lagoons were compared with the Conama Resolution 430/2011 and the State Decree 1,745/1979.Statistically, no significant interference was observed in the co-treatment of cesspool and septic tank septage in the Barro Preto WWTP, except for settleable solids in the anaerobic lagoon effluents. Maturation lagoon effluents were in accordance with the Conama Resolution 430/2011 and State Decree 1,745/1979 requirements for analyzed parameters, with the exception of BOD, with yielded higher values in both modules over some periods of the study. The wastes from cesspool and septic tanks have characteristics similar to concentrated sewage pH raging between 5.3 and 8.4. COD/BOD ratio found was 3.92 mg.L-1, indicating that these residues are not found industries. The amount of scum collected from anaerobic lagoons was similar displaying an increase of 8% in sludge formation in the receiving lagoon. Hence, we concluded that Barro Preto WWTP is fit for the co-treatment of cesspool and septic tank septage disposal produced by the municipality of Trindade-GO. Furthermore, results show that anaerobic systems followed by facultative and maturation lagoons conforming to the same standards practiced by Barro Preto WWTP are fit to co-treat cesspool and septic tank septage.Item Avaliação da qualidade ambiental da água e sedimento de quatro mananciais de abastecimento público do estado de Goiás(Universidade Federal de Goiás, 2014-08-29) Moura, Laís Simões de; Oliveira, Guilherme Roberto de; Kopp, Katia Alcione; http://lattes.cnpq.br/1861626532483595; Kopp, Katia Alcione; Siqueira , Eduardo Queija de; Brito, Núbia Natália deThe sources of supply must have its sheltered water for contamination in obedience to CONAMA Resolution 357/2005, which regulates the standard of quality that water for public supply should have to be used by the population, after some treatment. However, the fact that the rivers act as the last destination of contaminants it is necessary analyzes the sediment to the complete assignment quality water for consumption because the contaminats coming from air, land and even their own water. Thus, the aim of this study was to evaluate the environmental quality of four sources of supply - Ribeirão Sozinha, Córrego Água Branca, Córrego dos Macacos e Ribeirão Arrozal, - located in the metropolitan area of Goiânia / GO. The study was divided into four sections. The first chapter discussed the importance of sediment analysis in the discussion of water quality and found that over a period of ten years, the number of published studies that analyzed the sediment is small, but the numbers of related publications have increased each year. The second chapter evaluated the quality of water sources in a holistic mannerclassifying them according to the results of applying a Rapid Assessment Protocol Diversity of Habitats and some physico-chemical analysis. It was noted that these rivers are suffering from anthropic action and it can compromise the water quality of them. The third chapter measured the quality of the rivers from the results obtained from analyzes of temperature, pH, Eh, conductivity, turbidity, DO, BOD, COD, organic matter, total nitrogen, total phosphorus, total suspended solids, total solids, total dissolved solids, total coliform and Escherichia coli in water and sediment test results of pH, Eh, moisture, organic matter and sediment grain size. Thus, it was possible to evaluate the four rivers in the category of class II freshwater according to relevant legislation and, considering these parameters, they have good quality and can continue to be used for this purpose. The fourth chapter evaluated the quality of water sources in relation to the concentration of six metals in water and sediment. Concentrations of Cd, Cr and Cu were found in the water; and concentrations of Cd, Cr and Ni in the sediment disagreement the limits established by law. Thus, it was concluded that these sources, even showing signs of anthropogenic physical deterioration, still offer quality water. However, it is necessary to the continuous monitoring of this quality in order to avoid future problems to the population who depend on this water resource.Item Avaliação da qualidade ambiental da paisagem da bacia hidrográfica e do reservatório do ribeirão João Leite(Universidade Federal de Goiás, 2013-07-09) Oliveira, Wellington Nunes de; Ferreira, Nilson Clementino; http://lattes.cnpq.br/6466969611652630The land use and cover analysis is one fundamental phase for performing the strategic planning on conservation and management of a watershed. This study aims to analyze the landscape of João Leite stream watershed, located in the Goiás state, on northwest of the Goiânia city, by using geoprocessing tools, as Geographic Information System (GIS) and Remote Sensing, in order to provide input to generate a environmental diagnosis. In an analysis performed using multitemporal satellite images TM/Landsat-5 between the years 1985 to 2011 showed that in watershed of João Leite stream occurred a decrease in the area of remnant native vegetation in 7,4%. Among municipalities that compose the watershed, Anápolis had the most suppression of these areas (11.1%). The results of this analysis can be used by sectors dealing with environmental management because the vegetation degradation has direct influences the environmental quality of the watershed landscape. This study also permitted an evaluation of different scenarios in estimating sediments production in the reservoir supply and João Leite stream watershed using the hydrosedimentological SWAT model, which showed that among the proposed scenarios, when occur the preservation and recovering the native vegetation, also occur a lower value in sediment production in the watershed. Concerning the estimation of sediment production was also used PRISM/ALOS and TM/Landsat-5 satellite images with spatial resolutions respectively of 2,5 and 30 meters, the result of this estimate considering the two simulations showed that it occurred proportionally in the watershed, and the highest values were found almost in the same sub-basins, which demonstrated that the variation between the results was minimal.Item Avaliação da qualidade da água e sedimento de microbacias utilizadas para abastecimento público da região metropolitana de Goiânia(Universidade Federal de Goiás, 2015-11-19) Batista, Maria Alciony Rosa da Silva; Kopp, Katia Alcione; http://lattes.cnpq.br/1861626532483595; Kopp, Katia Alcione; Siqueira, Eduardo Queija de; Brito, Nubia Natália deWater resources used for human consumption have been changing due to population growth that occurs often in a disorganized way, and the growing expansion of agriculture and industry, thus leading to degradation of water sources. Thus, given the impacts on water resources, it was established that water intended for human consumption must meet quality standards prepared in Resolution CONAMA No. 357/2005. This resolution regulates the quality standards which water intended for human consumption must have so that after treatment, can be used by the population. However, although the water for human consumption should be protected to prevent any contamination, it does not mean that this will be according to law. This is due to the fact that water resources in general, end up being the final destination of various types of pollutants. Thus, it is necessary to carry out analysis of sediments to complement the analysis of water quality that is intended for human consumption due to the fact that he act as a potential source of contaminants. Given the above, the objective of this study was to evaluate the water quality and sediment of four supply sources located in the metropolitan area of Goiânia/GO – Recanto Dourado, Ribeirão das Lajes, Córrego Vereda e Córrego Bom Sucesso. The study was divided into two chapters. The first chapter evaluated the quality of water sources from the results obtained from carrying out the temperature analysis, pH, electrical conductivity, DO, BOD, total nitrogen, total phosphorus, total dissolved solids, total coliforms and Escherichia coli in the water. In the sediment, pH analyzes,% moisture,% organic matter and particle size were performed. The four supply sources were evaluated as belonging to the fresh water Class II according to CONAMA Resolution 357/2005. The results of physicochemical parameters have OD values and total phosphorus at odds with the established by legislation to fresh water Class II. In the second chapter, the quality of water and sediment of these four rivers was evaluated through the analysis of metals Cd, Cr, Cu, Ni, Zn and Pb. Only copper (Cu) concentrations were found, in water, in disagreement with the maximum values established by law. In the sediment there were no disagreements metal concentrations because all were below the established by the legislation. As the results of these parameters, except for the OD and total phosphorus, it can be concluded that these water supply sources, even displaying some kind of impact, in general, have good water quality, and may continue to be used for public supply. However, in all the rivers were found problems that can compromise their future use as water supply source such as loss of forest cover and silting. This, is needed continuous monitoring and the establishment of recovery actions of these water sources in order to ensure not only water quality, but its future permanence as source of water supply.Item Avaliação da viabilidade técnica de coprocessamento de resíduos sólidos de curtumes contaminados com cromo em fornos de cimenteira(Universidade Federal de Goiás, 2009-08-14) COSTA, Wilian Sobreira; MARTINS, Amarildo Otavio; http://lattes.cnpq.br/2378825410173036The increasing generation of solid waste from the industries it is, among other environmental problems, one of the major obstacles faced by humanity. The waste generated during the production process should be designed as it should, or in a secure manner without damaging the environment and future generations. The accelerated process of Brazilian industrialization, intensified so the uncontrolled production of industrial waste. The lack of a strategy of control and final destination for these various "products" has caused negative effects on workers, the community and the environment. Even that has legislation, the Brazilian health authorities struggle to achieve control these problems, which is increasingly visible with great tragedies occurring environment. In this context, this paper addresses a kind of residue from the process of tanning the leather, giving this way the classification of hazardous according to NBR 10004 because the concentration of chromium. Not only in order to address a problem of generation of waste, this work presents an alternative destination safely through the technique of coprocessors in the cement kilns. The results obtained in laboratory scale and in industrial scale, show a coprocessor to the technical feasibility of waste contaminated with chromium in the cement kilns, while respecting the limits of concentration in the formulation of the blending's.Item Avaliação da Vulnerabilidade de Barramentos ao Rompimento de pequenos barramentos localizados a montante(Universidade Federal de Goiás, 2008-08-22) MENDES, Thiago Augusto; FORMIGA, Klebber Teodomiro Martins; http://lattes.cnpq.br/7889484406721543In spite of Brazil being the country with one of the largest quantities of dams on the planet, there is no study that confront the influence of small dams collapse on major dams. This is very important from a strategic and planning point of view, since much of the energy produced in the country comes from hydroelectric installed in rivers. Althought the hydroelectric sizing is done following strict security techniques, the upstream reservoirs, in most cases are not. This factor leads to great uncertainty about safety of these dams. Thus, this work is important to the development of a methodology able to quantify how small dams affect the safety of large dams. The purpose was set a vulnerability rate to disruption of these small dams, thereby providing data for municipal, state and federal entities about the real situation for granting, construction and operation of dams. The determination of vulnerability rate was made with simulations conducted in the HEC-HMS hydrological model, thereby determining the additional flow from the disruption of dams along the upstream of the dam under study. The study site chosed was the basin of the Meia Ponte river - GO, precisely the Rochedo s hydroelectric, where 30 reservoirs were evaluated for disruption. It was found that the flow that reaches the Rochedo s reservoir, without considering the disruption of reservoirs located upstream (1.222 m³/s) for a return period of 10,000 years is about 31% higher than the flow planned for Rochedo, that is 935 m³/s, as informed by the Energy Company of Goiás (CELG, 2008). The calculated vulnerability rate was 1,31 for a return period of 10,000 years without considering the disruption of the upstream reservoirs and were suitable for a reservoir that was built in the 50's. However the flow that reaches the Rochedo s reservoir, considering the disruption of the upstream reservoirs for a return period of 10,000 years (1.880 m3/s) is much higher than flow considered without disruption of the upstream reservoirs. The calculated vulnerability rate goes to 1,54 for a return period of 10,000 years, wich is considered a high value that deserves care assessmentItem Avaliação das interferências da disposição de resíduos de fossas e tanques sépticos em lagoas de estabilização que tratam lixiviados: estudo de caso para o aterro sanitário de Anápolis (GO)(Universidade Federal de Goiás, 2014-03-20) Carrilho, Samara Monayna Alves Vasconcelos; Carvalho, Eraldo Henriques de; http://lattes.cnpq.br/9604679266344482; Carvalho, Eraldo Henriques de; Teran, Francisco Javier Cuba; Oliveira, Sérgio Botelho deThe destination of septage has resulted in environmental and public health problems, due especially to the lack of adequate alternatives for its destination and of closer, more rigorous monitoring. The problem worsens in areas lacking sewage treatment plants, since the disposal in such systems has been the most widely used practice in the country. In this way, the current research aims to evaluate the effects of the sludge disposal in the performance, operation and maintenance of treatment plant of leachate from landfill of Anápolis (GO). The characterization of the municipality RST was also performed by analyzing of twelve composite samples, each one from five vacuum trucks. It was evaluated the system consists of two identical modules, one it was the control group and another one received the RST. This module was submitted, increasingly, to differents Rate Volumetric Application (RVA) of RTS. Thus, the study was divided into five phases, starting with RVA of 13 % up to 204 %. Various parameters (BOD, COD, pH, oil and grease, total phosphorus, ammoniacal nitrogen, suspended solids, settling solids and Escherichia coli) were analyzed for the samples from the influent and effluent of the anaerobic and facultative ponds. It was also evaluated the impact on the maintenance and operation in the system plant, by measuring the height of the sludge in anaerobic lagoon and quantification of scum formed on the surface anaerobic pond. In facultative ponds it was performed by raising the phytoplankton community, ordering to identify possible interference in the richness and abundance of algae and cyanobacteria in these ponds. The data were statistically analyzed by the Studentt test, and the results indicated that until to 18 % of RVA there were no significant changes in the quality of treated leachate (effluent of stabilization ponds). Since the RVA of 35 % was detected a significant difference in the concentration of E. coli and ammoniacal nitrogen in treated effluent (p < 0.05). At the RVA of 204% the concentration of phosphorus in the final effluent from facultative pond increased. There was an increase in sludge generation of 266% in the receiving anaerobic pond and only 38% in the control anaerobic pond. In addition, there was a thick layer of scum only on the surface of the receiving anaerobic pond. The phytoplankton community of facultative ponds was similar and presented low diversity. The Chlorella genera were dominant in both lagoons. From the results of this study, it is recommended the conjugate treatment of RFTS and leachate in stabilization ponds systems, because even applying RVA of 204%,the final effluent don’t have concentrations higher than those stipulated by CONAMA Resolution 430/2011.Item Avaliação de diferentes substratos no tratamento de esgoto sanitário por zona de raízes(Universidade Federal de Goiás, 2011-06-28) Pitaluga, Douglas Pereira da Silva; Almeida, Rogério de Araújo; http://lattes.cnpq.br/7455447665040845; Almeida, Rogério de Araújo; Carvalho, Eraldo Henriques de; Sandri, DelvioThe present study had the goal of assessing the efficiency and behavior of three substrates in the treatment of sanitary sewage in a root zone system. Specifically the objectives were to assess the behavior of the washed sand, gravel # 0 and gravel # 1 substrates and relate their efficacies in a root zone system with sub-superficial horizontal flow preceded by a septic tank and an anaerobic filter in the treatment of a sewage coming from one university unit. The repetitions of raw sewage constituted of five simple samples and five composed samples. The repetitions of the effluent of each stage of the treatment constituted of nineteen simple samples. All the samples were performed fortnightly and submitted to laboratorial analysis. Were assessed parameters the BOD, DO, COD, thermotolerant coliforms, pH, total phosphorus, Kjeldahl total nitrogen, ammoniacal nitrogen, oil and grease, total solids, total fixed solids and suspended solids. The experimental system of sewage treatment was set up at the Civil Engineering College, located at Campus I of the Federal University of Goiás, in the east region of the city of Goiânia – Goiás, Brazil, which constituted of a septic tank and an anaerobic filter, followed by three independent units of root zones. Each unit of the root zones received the flow of 180 L d-1, which corresponds to the area of a treatment station of 3 m2 per inhabitant. The treatment in these units occurred simultaneously. After thirty days from the beginning of the sewage application in the root zones, the collection of the samples to the analysis of the effluent and affluent quality were started. Considering the plant evapotranspiration, the results were analyzed by the tool Statistical Analysis System – SAS, performing F tests and Tukey – Kramer test with a 5% probability. The percentage efficacies of the three substrates used were similar. There hasn’t been any significant difference between the efficacies of the treatments in the removal of the attributes: COD, Kjeldahl total nitrogen, ammoniacal nitrogen, oil and grease. The treatment with washed sand substrate was more efficient in the removal of BOD and total phosphorous. The gravel # 0 was more efficient in the removal of thermotolerant coliforms, total solids and fixed total solids, and gravel # 1 was more efficient in the removal of suspended solids. After 18 months the system started working, the channel filled with washed sand colmatated.Item Avaliação de sistemas individuais de disposição de esgotos e das empresas limpa-fossas na Região Metropolitana de Goiânia(Universidade Federal de Goiás, 2010-03-26) RIOS, Fernanda Posch; CARVALHO, Eraldo Henriques de; http://lattes.cnpq.br/9604679266344482The system collects sewage from the city of Goiânia, capital of Goiás state, has more than 2500 km of collection network, which discharges into the sewer interceptors deployed on the banks of major watercourses in the city. About 82% of the population of this capital is serviced with sanitary sewer collection system, which the distance from the reality of the Metropolitan area of Goiânia, constituted the main city, Goiânia, comprising twelve municipal districts: Abadia de Goiás, Aparecida de Goiânia, Aragoiânia, Bela Vista de Goiás, Goianápolis, Goianira, Guapó, Hidrolândia, Nerópolis, Santo Antônio de Goiás, Senador de Goiás and Trindade. The Metropolitan area of Goiânia and the rest of the country lack accurate information about the constructive and maintenance aspects of individual systems of sanitary sewage treatment and sanitary sewage disposal, whether as a septic tank or as an onsite sewage facility. The quality and the number of on-site sewage cleaning service companies, their operational procedures, their workers conditions as well as their equipments are also unknown to people. Considering all that, the present work aims to evaluate the constructive and maintenance aspects of individual systems of sanitary sewage treatment and sanitary sewage disposal as well as to make a diagnosis of the performance of on-site sewage cleaning service companies that serve the Metropolitan area of Goiânia. All this information is essential to set corrective measures, plans and goals in order to minimize the impacts harmful to public health and to the environment as regards to the mud displayed by the on-site sewage cleaning service companies. All of the on-site sewage cleaning service companies that serve the Metropolitan area of Goiânia were identified and visited. As an addition to the useful information, 60 services displayed among different companies were closely watched. It was also determined the average percentage of the monthly treated flow related to the sludge displayed by the on-site sewage cleaning service companies inside the Sewage Treatment Plant of Goiânia. As a result it was verified that the correct use of the septic tank system, which is recommended by NBR 7227/93, is small compared to the house units demand not yet served by the plumbing sewage disposal system. As the users show little knowledge about the aforementioned system, the type of solution most used to sanitary sewage is still the cesspool. Few companies have environmental license, and most of them are classified as micro companies and have been in the market for over five years. Just one company was a market leader throughout 2008 and 2009. All companies have not been taking special care concerning both workers and equipments hygiene. Their truck fleet are in average 30 years old and all of them were adapted to receive the metallic tank and the liquid ring pump. The average month amount of sludge coming from sewage cleaning in the Sewage Treatment Station of Goiânia is small and does not alter the final flow quality. The Sewage Treatment Station of Goiânia daily receives an average of 28 trucks, being Friday the busiest day. Despite all companies are aware of the restrictions imposed by SANEAGO as regards to not receiving material other than sanitary sewage, 44% of them realize the collection, transport and final disposal in alternative places with industrial sludge which are clearly contaminated with chrome.