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Item Tratamento de esgoto sanitário em sistemas alagados construídos utilizando Typha angustifolia e Phragmites australis(Universidade Federal de Goiás, 2009-08-28) ABRANTES, Lorena Lemes Martins; ALMEIDA, Rogério de Araújo; http://lattes.cnpq.br/7455447665040845This study aimed to assess the efficiency of two vegetal species in the treatment of the sanitary sewer, in constructed wetlands system. Specifically, it aimed to evaluate the efficiency of the species Typha angustifolia (narrow-leaf cattail) and Phragmites australis (common reed), in their possible combinations, in the treatment of the sanitary sewer, in a constructed wetlands system, of vertical subsuperficial flux, with two flux directions (ascendant and descendant), related to the attributes: organic material, apparent color, ammonium nitrogen, phosphate, turbidity, chlorides, hardness, electrical conductivity, solids and thermotolerant coliforms. The experiment was conducted in the Researching Station in Sewer Treatment with Plants RSSTP (UFG), located in the Sewer Treatment Station (STS) Samambaia, in Goiânia, Goiás State, Brazil. The experimental unit has twenty four modules, grouped sequences of two modules (initial and final modules). Raw sewage which comes from the initial part of the ETE facultative pond was pumped into the deep of the treatment initial modules, filled up with substrate layers (in the deep filled up with rocks category number 3, followed by rocks category number 1, washed sand, and again rocks category number 1) and planted with cattail or reed. After going up by the vegetated substrate (ascendant vertical flux) the sewer was drained and conducted to the final treatment modules equally filled up and vegetated with one of the species, although being applied in the surface and drained by the deep (vertical descendant flux). The tax of sewer application was of 80 L.m-2dia-1, corresponding to a treatment area of 2 m2 per inhabitant. A year after the system implementation, during the period of 6 months, sewer samples were collected after passing through the flux sequences, each one with the combination of the two vegetal species, for the evaluation of the sewer attributes and calculation of the efficiency in the treatment. The results were analyzed by the Statistical Analysis System (SAS program), being used the tests F and the Tukey Kramer, considering 5% of probability. There were no meaningful differences in the efficiency of the treatments in the removal of the attributes: biochemical oxygen demand, chemical oxygen demand, ammonium nitrogen, phosphate, thermotolerant coliforms, chlorides, hardness, dissolved total solids and volatile total solids. The cattail was more efficient in the apparent color removal and turbidity. The reed presented more efficiency in the total solids removal. The position of the plant in the module sequence did not influence the apparent color and turbidity removals. The reed in the final module increased the removal of the attributes total solids and fixed total solids. It´s possible to verify that the technology of sewer treatment by using plants is efficient, since the species cattail and reed in the adopted system, provided results with removals higher 60% for the of the attributes: biochemical oxygen demand, chemical oxygen demand, apparent color, ammonium nitrogen, phosphate, thermotolerant coliforms and turbidity.Item Avaliação da remoção de bisfenol-a por adsorção em carvão ativado produzido da borra de café(Universidade Federal de Goiás, 2018-02-26) Alves, Andreia Cristina Fonseca; Oliveira, Sérgio Botelho de; http://lattes.cnpq.br/3447406257464639; Scalize, Paulo Sérgio; http://lattes.cnpq.br/0957896448117207; Scalize, Paulo Sérgio; Ostroski, Indianara Conceição; Gil, Eric de SouzaBisphenol-A (BPA) is an emerging pollutant potentially capable of interfering with the endocrine system of living things. Employed mainly in the industry, in the production of resins, packaging and polycarbonate monomers, its main sources in the environment are effluent discharges. Since the conventional treatment systems used in Brazil can’t remove a series of pollutants, the use of activated carbon is one of the alternatives fairly used for this purpose. Its production from alternative materials is becoming more and more frequent, as agroindustrial wastes, object of numerous studies of the production of activated carbon. The coffee grounds are one of these residues that has been used generating good carbonaceous adsorbents. Thus, the objective of this work was to evaluate the efficiency of the activated carbon produced from the coffee grounds, in the adsorption of BPA in aqueous medium. Water vapor (CAH), KOH (CAK), K2CO3 (CAKC) and ZnCl2 (CAZn) were used as the activating agente characterized by analysis of X-ray diffraction (XRD), Fourier transform infrared (FTIR), N2 adsorption and desorption, elemental composition (CHNS-O) and determination of zero charge potential. For the selection of the best coal, a preliminary adsorption test was carried out with the adsorbents produced, with the coffee grounds and a commercial coal for comparative purposes. The effect of the initial pH of the solution was also evaluated. The kinetic adsorption studies at the concentrations of 5, 20 and 30 mg/L of BPA were adjusted to the pseudo-firstorder and pseudo-second order models. The nature of the process was studied by the Langmuir and Freundlich isotherm models. Among the developed coals, the CAK and CAKC presented low production yield and were not submitted to the adsorption tests. The CHNS-O, XRD, FTIR and N2 adsorption/desorption analyzes of CAH and CAZn generated results close to those reported in the literature. In terms of specific surface area, the CAH proved to be out of the expected. The CAZn had an area of 1,038.51 m²/g. Of the materials tested, the CAH didn’t present adsorptive capacity, while the CAZn was the one with the best performance, with little variation in efficiency when the pH of the medium changed. The use of coffee grounds as bioadsorbent wasn’t promising, being 86 percentage points below the efficiency of CAZn. Adsorption kinetics revealed a relatively slow process at the concentrations studied, reaching equilibrium after 720 minutes. The kinetic data for the three systems presented a fractional order close to 2, thus indicating a better fit for the pseudo-second order model. The equilibrium data were better adjusted to the Langmuir model, assuming that the CAZn has a homogeneous surface with adsorption occurring in monolayer. The maximum adsorption capacity of BPA according to the same model was 123.22 mg/g. The results showed that CAZn can be considered a promising promoter in the removal of BPA, indicating coffee grounds as an alternative raw material for the production of activated carbon with the potential to remove emerging pollutants such as BPA in water.Item Influência do ambiente no processo de produção de projetos arquitetônicos sustentáveis: Estudos de caso de habitação unifamiliar em Goiânia(Universidade Federal de Goiás, 2010-09-30) ALVES, Rodrigo Santana; FIGUEIREDO, Enio José Pazini; lattes.cnpq.br/4075543806767323The principal aim of the present work is to understand the theoretical and methodological basis of the project design and discuss the process that generates the sustainable architecture, with a focus in the environmental factors. We discuss the introduction of the concept of sustainable architecture in the process of the generation of the architecture projects. First of all, we present in this thesis, the concepts of development and sustainable architecture, understanding these concepts for the process of the architecture project creation. In this study, we also give a brief historical review about the introduction of the environmental concepts for the architecture and the budding art technology related to environmental efficiency. The quantitative research was done based in interviews with a group of architects and in the analysis of four projects correlated with the data obtained from the research and the technical data from the bibliography. The interviews and the projects describe the architect toughs and actions, with the considerations of the professional practice.Item Avaliação da qualidade da água e do sedimento no reservatório de abastecimento público do ribeirão João Leite-GO(Universidade Federal de Goiás, 2017-08-25) Arantes, Andréia Gomes dos Santos; Hoffmann, Nora Katia Saavedra del Aguila; http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4709330Z7; Cuba, Renata Medici Frayne; Carrijo, Ivaltemir BarrosThe reservoir João Leite is located upstream of the city of Goiânia (Goiás-Brazil), and has as its sole objective the public water supply to the city of Goiânia and conurbated areas. In view of the constant deterioration of the water resources along the drainage basin, it is necessary to include the sediment quality assessment in order to complement the environmental monitoring protocols. The objective of this research was to evaluate the water and sediment quality of the João Leite reservoir in the rainy season and in the dry season, with the purpose of assisting in the process of water purification that will be distributed to the population, together with other processes operation and maintenance of a water treatment plant. Water and sediment samples were collected at five sampling points during rainy and dry periods during the year 2016. In the sediments were determined grain size, pH, CTC, organic matter, oxygen consumed, total nitrogen, macronutrients, micronutrients and pesticides. The pH, electrical conductivity, water temperature, turbidity and dissolved oxygen were determined on the surface, medium and bottom, and the concentrations of ammonia, nitrate, nitrite, total phosphorus, TOC and pesticides. Also, acute toxicity tests were performed with lettuce seeds (Lactuca sativa L.) for the sediment samples. Concentrations of atrazine, ranging from 0.166 to 0.304 μg.L-1 and from trifluralin (0.200 μg.L-1) were identified in the water samples collected during the dry season. All values found remained within the maximum values allowed by Conama Resolution 357/2005 for Class 2 fresh waters. High concentrations of total iron (190.7 and 196.5 mg.kg-1 in drought and of manganese (159.7 and 177.2 mg.kg-1 in drought and from 163 to 179.5 mg.kg-1 in the rainy season), which may alter the characteristics of water during events of destratification. The acute toxicity tests indicated that, with the bottom sediments of the João Leite reservoir sampled in the regions closest to the bus (P2 and P3), the seeds presented reduced growth, both the root and the hypocotyl. However, the presence of toxic substances has not been identified in the analysis of pesticides capable of causing harmful effects.Item Produção de materiais adsorventes para remoção de nitrato em meio aquoso(Universidade Federal de Goiás, 2019-09-30) Araujo, Sara Sales de; Cuba, Renata Medici Frayne; http://lattes.cnpq.br/2178652705357657; Cuba, Renata Medici Frayne; Ostroski, Indianara Conceição; Scalize, Paulo SérgioNitrate contamination of surface and groundwater resources has been evident over the years, as high concentrations can cause adverse health reactions such as methemoglobinemia in newborns. In the study carried out in different Brazilian states, nitrate concentration levels above the maximum allowed for potability standards were determined, highlighted as 10mg. L-1 in the consolidation nº 5 of the Ministry of Health. In this context, there was an intensification of studies on the adsorption process using activated bichars and biosorbents, produced from agroindustrial residues to remove nitrate in aqueous medium. The use of corn cob as a precursor is favorable since the imminent generation of these residues. In this study, corncob was chemically modified with P.A. hydrochloric acid to obtain biosorbent (BS), activated biochar of oxidizing atmosphere (BCO) and activated biochar of inert atmosphere (BCI). For the prepared adsorbent materials their characteristics were determined, such as the zero charge point (pHpzc) assay which revealed for BS and BCO pHpzc 2.1, while the BCI was 6.3. In the Forrier Transform Infrared (FTIR) assay the adsorbent materials showed characteristic groups, such as carboxylic (3400 cm-1), methyl, methylene and methoxyls (2900cm-1), carbonyls (1700cm-1), aromatic rings (1600cm-1). Also, the adsorption conditions were optimized regarding the solution pH and adsorbent dosage, revealing solution pH of 2.0 for BS and BCO, and pH of 6 for BCI, and 0,75 g for BS and BCO, 1g for BCI. Adsorption isotherms and kinetics were determined, and Langmuir isotherm was better adapted for BS and Freundlich for BCO and BCI. The kinetics were pseudofirst order for BS and pseudo-second order for BCI and BCO. For the materials presented, removals were 6.16 mg.g -1 for BS, 13.33 mg.g -1 for BCO and 15.54 mg.g -1 for BCI.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 Gestão e gerenciamento de resíduos de serviço de saúde dos grupos “A”, “B” e “E” no estado de Goiás(Universidade Federal de Goiás, 2015-09-25) Ariza, Bernardo Guedes; Carvalho, Eraldo Henriques de; http://lattes.cnpq.br/9604679266344482; Carvalho, Eraldo Henriques de; Pfeiffer, Simone Costa; Pasqualetto, AntônioThe growing generation of Health Services Waste is made by one of the great environmental preoccupations of the humanity. After the promulgation of the law 12305 in the August 02 of 2010 that established the National Politics of the Solid Residues, the theme solid residues gained distinction in national level. Health Services Waste, for definition, is the resultant residue of activities of unities of health that, for his characteristics, need processes differentiated in the handling, demanding or prior non-treatment for the final arrangement. The diagnosis of the current situation of the Health Services Waste attests with the preparation of policies that attend the demand of recuperation, treatment and final arrangement of these residues. The unsuitable handling of the Health Services Waste can be the cause of situations of risk, what in the alert on the necessity of the management being diagnosed in Goiás. In this way, in visit to establishments of health (pharmacy, odontologic clinic, veterinary clinic, basic unity of health and general hospital) in 6 local authorities from Goiás (Piranhas, Rubiataba, Santa Helena de Goiás, Goianésia, Luziânia and Goiânia), representing different population belts, it happened quantitativamente and qualitatively the Health Services Waste of the groups A, B and E produced in Goiás. In each establishment, the Health Services Waste were segregated and weighed. The hospitals, bigger creators of Health Services Waste, produce, on average, 1,76 Kg of Health Services Waste for bed occupied one service day. In Brazil, these values vary from 1,2 to 3,5 kg/bed.day. Regarding final destination, the incineration is the technology chosen by 76 % of the local authorities from Goiás for the destination of the RSS produced in public establishments of health. Meantime, the most viable alternative for the destination of the Health Services Waste, considering the reality from Goiás, is at disposal of the RSS of the groups A and E together with the municipal solid waste in joined sanitary landfills. For the destination of the Health Services Waste of group B, the most viable alternative is the incineration.Item Satisfação quanto aos serviços de abastecimento de água e esgotamento sanitário prestados em Goiás e a influência da qualidade da água na saúde da população(Universidade Federal de Goiás, 2015-11-24) Arruda, Poliana Nascimento; Scalize, Paulo Sérgio; http://lattes.cnpq.br/0957896448117207; Scalize, Paulo Sérgio; Barros, Rosana Gonçalves; Hora, Karla Emmanuela RibeiroThe existence of basic sanitation, as well as its quality is essential to the composition of a healthy environment. Several factors influence the search for quality services as fair tariffs, satisfaction of users of services, the management and the management sanitary actions among other attributes that basic sanitation of the municipality must contain and influence in achieving satisfactory index under health, education, economy, etc. This study aimed conduct a survey the characteristics of the Water Supply Systems (SAA) and System Sewage (SES), covering the management of services, collection and control, user satisfaction and the quality of the water distributed, and as the contents of Acute Diarrhoeal Diseases (DDA) in 21 municipalities in the state of Goiás in the management of sanitation services are performed by public bodies, or by municipalities through local authorities, departments and offices. The characteristics of the systems were obtained through on-site visits with application forms for healthcare managers, as well as forms of satisfaction for consumers in the period 2012 to 2014. The water quality data and DDA incidence come from respectively the Ministry of Health programs, Environmental Health Surveillance related to Water Quality for Human Consumption (Vigiagua) and Acute Diarrhoeal Diseases Monitoring (MDDA) for the year 2014. It was observed that in ten municipalities systems are managed by local authorities, four by departments and offices and seven without specific organ. The absence of water treatment was found in seven counties, six without specific organ, explaining the relationship with the management. In sewage noticed a deficiency in the presence of black tanks fully in 57,1% of the municipalities. The satisfaction of the population is related to economic, cultural and political factors, the latter being the predominant on the situation of public water and sewage, wherein the way management influences the existence of better infrastructure conditions. In the 21 municipalities tariff revisions occur in different ways and there is not a specific regulatory entity, the collection was observed in 67% of these municipalities. It was observed that in 21 municipalities there is a greater need as investment in infrastructure and the Goiana Agency Regulation, the regulatory body of the 225 remaining municipalities in the state of Goiás, while not complying with the law in all its spheres, contributes effectively in quality the services offered. As for water quality, it was found that the municipalities that do not have treated water levels above 70% of samples outside the potability standard were found, not being a correlation between the incidence of DDA and this aspect. Compliance with the guidelines Vigiagua is unsatisfactory, particularly for fluoride parameter and turbidity. It needs to occur an interaction between environmental and health sectors for the data to be analyzed together in order to be practical preventive, educational and corrective actions.Item Método para a determinação do fator de redução de área em bacias urbanas(Universidade Federal de Goiás, 2012-06-18) BARBALHO, Fernando Duarte; FORMIGA, Klebber Teodomiro Martins; http://lattes.cnpq.br/7889484406721543The main objective of this work was to develop an empirical areal reduction factor - ARF - determination method for urban basins, which is a coefficient applied to average rainfall estimates for projects, given rainfall at a point. After a review about the subject, it was verified the needs of developing regional studies and the existence of some deficienes on current approaches. In this sense, it was tried to create an appropriate methodology given the spatial variability of extreme rainfall on urban basins. Therefore, the new suggested method, differently from the observed in others techniques, is primarily based on objective assessment of the ratio between extreme average rainfall calculated above several areas and the extreme point rainfall observed in gauges located in the center of those areas. After structuring it, the proposed method was tested in a pilot implementation with data obtained from a new raingauge network in the region of Córrego Botafogo Basin's, urban zone of Goiânia. The results were analyzed as to the dependence of ARF to area, duration and exceedance probability. It was found a strong relation with area, a minor with duration and the need of further studies about the exceedance probability influence. Lastly, the ARF values obtained with results fitting were compared with those indicated from other employed empirical models. From this study, it can be concluded that proposed methodology is appropriated to determine ARF, as its results are compatibles with assumptions established. However, new studies are needed, with a greater amounts of data, to obtain practical results.Item Uso do modelo qual2e no estudo da qualidade da água e da capacidade de autodepuração do Rio Araguari-AP (Amazônia)(Universidade Federal de Goiás, 2006-12-12) BÁRBARA, Viníciu Fagundes; SIQUEIRA, Eduardo Queija de; http://lattes.cnpq.br/8130881429925800The current investigation presents a characterization of the hydraulics and water quality of the medium course of the Araguari River, State of Amapá, Brazil, which has an approximate extension of 120 km. The Araguari River is the main water resource of the State of Amapá, located in the domains of the Amazon (the greatest tropical forest of the planet) in a region with great hydropower potential. In the studied river stretch, there is a hydropower generation station called Coaracy Nunes (UHECN), the first barrage build in the Amazon for electrical generation. A model for DO and BOD has been built with the help of the QUAL2E modeling system, developed by the United States Environmental Protection Agency. For this purpose, during one and a half year, field trips have been conducted with the intent of characterizing spacially and seasonally the hydraulics, kinetics and water quality of the Araguari River. The modeling stages involved model construction, sensitivity analisys and calibration. After model calibration, three hypothetic cenarios were simulated: (1) the introduction of a new barrage upstream of the UHECN; (2) municipal untreated wastewater inflow from Porto Grande and Ferreira Gomes into the waterbody, including populational growth, during the high flow period; (3) the same cenario as before but during the low flow period. The carbonaceous organic matter present in water hás shown to decompose, in average, in the first five days of incubation. The values obtained for the BOD first order reaction coefficient layed between 0,13 d-1 and 0,90 d-1. The reaeration coefficient, K2, estimated based on hydraulic characteristics, layed between 0,01 d-1 and 1,40 d-1. The results of the sample collections in the river stretch has shown that, amongst the parameters measured, the following were mostly altered: pH, electric conductivity, total solids, suspended solids, fecal coliforms, ammonium, nitrate, BOD and DO. Fecal coliforms, pH, nitrate and BOD were in disagreement with limits defined by Brazilian Legislation on water quality (CONAMA 357/2005). The river impoundment has shown not to significantly alter the DO and BOD concentrations, however, the same statement can not be made for other water characteristics. The water characteristics mostly altered by the UHECN were: hydraulic (flow, velocity, breadth, cross-sectional area) and water quality (pH, electric conductivity, water temperature, total solids, suspended solids, fecal coliforms, nitrate, chloride, BOD and DO). The simulated scenario with municipal untreated wastewater inflow from Porto Grande and Ferreira Gomes (including population growth) into the waterbody during low flow period showed the most critical results in terms of the water quality. The worst simulated situation happened in the dry period in which the river flows decreased significantly and so did the river dilution capacity. In this period the greatest OD depletion occurred and achieved concentrations bellow 4.0 mg/L, in disagreement with Brazilian Water Quality Legislation (CONAMA 357/2005).Item Vazão ecológica na bacia hidrográfica do rio Meia Ponte, Goiás(Universidade Federal de Goiás, 2013-07-26) Barbosa , Duane Izabel; Formiga , Klebber Teodomiro Martins; http://lattes.cnpq.br/0787413754235970; Formiga , Klebber Teodomiro Martins; Soares, Alexandre Kepler; Ide, Carlos NobuyoshiThe resulting conflicts between the protection of aquatic ecosystems and the increasing demand for water catchment rivers, intended for different uses, have become increasingly complex due to the growing recognition of these ecosystems as legitimate users of water resources. In this sense the instream flow has been used as a tool to guide one ecologically sustainable management, which aims to protect the ecological integrity of the ecosystem affected, while serving the needs. The aim of this study is to determine the instream flows for 06 points basin Meia Ponte River using the hydrologic methods Q7,10, Curve Permanence Flows, Tennant and hydraulic method Wetted Perimeter and also characterize the conditions of the schemes streamflow at the point of study method of Indicators of Hydrologic Alteration. We used data from gauged stations of ANA (Agência Nacional das Águas). It is recommended the adoption of the IHA method (Indicators of Hydrologic Alteration ) to check, especially the behavior of the five components of flow considered ecologically relevant and together, apply, according to the specificities of each site and the financial resources available, another method that considers not only flows minimum to be maintained, but rather a series of measured flows that address the intra-and interannual variation characteristics of the hydrological regimes of each site. However, considering the impossibility of applying methods that contemplate instream flows or hydrograph ecological variables, it is recommended that, among the methods used in this study, the adoption of Q90 flow as instream flow for the points to be studied by this less restrictive that the flow rates obtained with other methods and therefore be able to address a wider range of ecological factors that maintain, wherever possible, the integrity of aquatic ecosystems.Item Eficiência de solo vegetado com bambu barriga de Buda (Bambusa tuldoides cv. ventricosa), família Poaceae, na remoção do hormônio 17α-etinilestradiol de um efluente sanitário(Universidade Federal de Goiás, 2017-09-21) Barrero, Lullyane de Queiroz Rodrigues; Godoi, Emiliano Lôbo de; http://lattes.cnpq.br/8611506009093617; Almeida, Rogério de Araújo; http://lattes.cnpq.br/7455447665040845; Kopp, Kátia Alcione; Silva Neto, Carlos de Melo e; Ucker, Fernando Ernesto; Hoffmann, Nora Katia Saavedra del AguilaThe endocrine disrupting compound 17 α-ethinylestradiol (EE2), present in female contraceptives, after consumption, is eliminated by urine and goes into the sewer system. Conventional sewage treatment methods cannot properly remove such chemical which is then carried into the receiving bodies, where they are capable of mimicking, antagonizing or negatively altering steroids levels of various aquatic organisms. The purpose of this study was to evaluate the usage potential of soil covered with Buddhas's Belly bamboo (Bambusa tuldoides cv. ventricosa) in removing EE2 from sewage. For this, 760 mL of sanitary sewage containing 2 mg EE2/L; 2.5 mg EE2/L; 3 mg EE2/L and 3.5 mg EE2/L, were applied in 10L plastic pots, with grown Buddha's Belly bamboo plants. The drained fluid from each pot was collected, measured and subjected to EE2 concentration analysis. The efficiency of EE2 load (concentration times volume) removal was calculated and the treatments were compared. The efficiency of EE2 removal was 80.22%; 87.44%; 89.65% and 95.33% respectively for sewage with EE2 concentrations of 2 mg/L; 2.5 mg/L; 3 mg/L and 3.5 mg/L. The efficiency of EE2 removal by soil covered with bamboo increased as the concentration of hormone increased.Item Avaliação do saneamento ambiental em assentamentos de reforma agrária utilizando o Método de Análise Hierárquica de processos(Universidade Federal de Goiás, 2013-09-13) Barros, Elaine Franciely dos Santos; Baumann, Luis Rodrigo Fernandes; Scalize, Paulo Sérgio; http://lattes.cnpq.br/0957896448117207; Scalize, Paulo Sérgio; Baumann, Luis Rodrigo Fernandes; Hora, Karla Emmanuela Ribeiro; Bernardes, Ricardo SilveiraThe absence or disability of environmental sanitation systems causes serious environmental and social problems . Large portion of the population lives in poor sanitation, primarily those living in rural areas . This fact tailpiece directly to agrarian reform , where the absence of public policies directed to this aspect , lack of technical assistance and insufficient funds for the construction of housing, makes many residents adopt techniques and improper practices that harm your health and the environment . The aim of this study was to evaluate the environmental sanitation conditions in agrarian reform settlements using the Analytic Hierarchy Process ( AHP ) . The method was structured for the analysis of environmental sanitation in rural areas , establishing a hierarchical structure considering the aspects related to sanitation and socioeconomic conditions , determining the weights of criteria through analysis of interviews with experts in the field and elaboration of the form data collection . The application form was held in February 2013 in settlements in the region Pinga - Fogo , municipality of Miners , and settlement Don Carmelo , Caiapônia municipality , both in the state of Goiás After application form , which determined the weights of each criterion analyzed in the area , went to the processing and determination of local priorities and global settlement of each and comparing them . The AHP method allowed visited lots of hierarchy according to the conditions of each sub-criterion (water supply , sewerage and solid waste ) and analysis criteria ( sanitation and socioeconomic conditions ) for settlement and then comparing them . Besides having to prioritization of lots , it was possible to diagnose which were the main criteria for interference in local conditions , which allows for better targeting and prioritization of actions aimed at improving sanitation and hence the quality of life of local community . According to the results, the settlements of the region Pinga - Fogo had better conditions in all sub-criteria and criteria examined , compared with the settlement Don Carmelo.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 Remoção de fluoreto em carvão produzido com borra de café ativada quimicamente com lixívia de cinzas de eucalipto(Universidade Federal de Goiás, 2023-04-25) Bergamini, Mário Henrique Lobo; Oliveira, Sérgio Botelho de; http://lattes.cnpq.br/3447406257464639; Scalize, Paulo Sérgio; http://lattes.cnpq.br/0957896448117207; Scalize, Paulo Sérgio; Costa, Adilson Ben da; Albuquerque, Antonio João Carvalho deThe objective of this research was to produce a biochar from exhausted coffee grounds and chemically activate it with natural lye from eucalyptus ash to subsequently evaluate the fluoride adsorption process in an aqueous medium. The following were determined: moisture content, ash content and thermal analysis of coffee grounds; solubility, alkalinity and calcium content of eucalyptus ashes. Activated biochar was subjected to elemental composition (CHNS), X-ray diffraction (XRD), Fourier transform infrared (FTIR), scanning electron microscopy (SEM) and energy dispersion spectroscopy (EDS), N2 adsorption and desorption, pH and potential of zero charge (PZC) for characterization. To select the best production condition for activated biochar, a 3² factorial design was performed. Kinetic adsorption studies were fitted to pseudofirst order, pseudo-second order, Elovich and Weber and Moris models. The nature of the process was studied by Langmuir and Freundlich isotherm models. The result of the factorial design indicated as the best scenario the impregnation rate of 5% and the temperature of 650 °C in the carbonization. SEM showed macroporosity. XRD confirmed the amorphous characteristic of cellulosic materials. The following functional groups were identified in coffee grounds and activated biochar: alcohol or phenol, hydroxyl, methyl, methylene, carbonyl, carboxylic acid, ester, chlorogenic acid, ketone, carbonyl, amino, amide and pyranose ring. The pH of the activated biochar was equal to 8.89 and the PZC was 7.17. Preliminary adsorption tests showed that the best dosage of activated biochar was equal to 3.2 g/L and the concentration of adsorbate caused a decrease in resistance to mass transfer due to the fact that there were more active sites of activated biochar in the liquid medium. However, the removal efficiency decreased with increasing adsorbate concentration. It was observed that coffee grounds, when used as an adsorbent, promoted a small reduction in the adsorbate concentration, with an average removal efficiency of 1.35%. The adsorption kinetics revealed that equilibrium is reached around 800 min and that the pseudo-second order model fitted better. The Freundlich model fitted the experimental data with the best quality. Freundlich's constant n allowed inferring that the adsorption is favorable and the isotherm appears to be L-type, with an initial downward curvature, which suggests less availability of active sites when increasing the adsorbent concentration.Item Construção e aplicação de índice de salubridade ambiental em aglomerados rurais(Universidade Federal de Goiás, 2021-02-19) Braga, Débora de Lima; Scalize, Paulo Sérgio; http://lattes.cnpq.br/0957896448117207; Scalize, Paulo Sérgio; Bezerra, Nolan Ribeiro; Cruvine, Karla Alcione da SilvaEnvironmental health is determined through the health status of a population, influenced by the socioeconomic and environmental conditions in which they live. One way to measure and analyze it is through the use of indexes and indicators. In this context, the Environmental Health Index emerged, which has been adapted to the particularities of the studied regions, losing one of the fundamentals of an index, comparability. In view of this scenario, the present study aims to propose a methodology for calculating the Environmental Health Index in rural agglomerates (ISARural) and apply it in rural communities in the state of Goiás. Based on the premise of the concept of environmental health, defined in this paper, and the specificities of rural areas. In order to achieve it, the methodology was carried out in four stages: bibliographic research to support the proposition of the concept and the elaboration of the forms used in this study; prior analysis for the proposition of an ISA Rural, with the participation of seven specialists; proposition of ISARural by the Delphi method, defined by the consensus of specialists in the previous step, starting with 168 specialists from the 27 Federative Units of Brazil; and the application in 43 rural communities (16 settlements, 21 quilombolas and 6 riverside) in the state of Goiás. ISARural was built in three stages: choosing and / or complementing the indicators suggested in the face-to-face discussion, weighting the indicators and selecting and weighting the sub-indicators. The specialists were divided by area of activity, which made it possible to select, adapt and / or create essential sub-indicators with specificity for each indicator. The proposed ISARural resulted in the composition of eight indicators, four related to basic sanitation, and the others, health, socioeconomic conditions, public services offered and housing conditions. The weight attributed to each indicator varied from 22.82%, for the water supply indicator, to 6.35% for the services indicator, and ISARural can be applied in its entirety or for the evaluation of each indicator individually. The application in rural and traditional communities in Goiás showed that 86.05% live in a situation of low health, highlighting the worst conditions for quilombola communities. In addition to identifying that the sewage component is the one that needs the most attention from the government. Finally, this study fulfilled the role of contributing to the proposition of an index in line with the concept of environmental health, which can be used within the scope of public policies as a condition for the application of priority resources, for planning and scenario general diagnosis of rural agglomerates.Item Diretrizes para proposição de planos de segurança da água em sistemas de abastecimento municipais goianos(Universidade Federal de Goiás, 2015-12-10) Braga, Rafaela Jacob de Oliveira; Lobon, German Sanz; http://lattes.cnpq.br/9912291468620261; Scalize, Paulo Sérgio; http://lattes.cnpq.br/0957896448117207; Scalize, Paulo Sérgio; Ferreira, Nilson Clementino; Barros, Rosana GonçalvesWater supply systems (WSS) for human consumption aim to produce and supply drinking water to the population through the distribution network. However, the need to revise the actuals methodological procedures that maintain the water quantity and water quality in satisfactory levels for domestic consumption has caused the World Health Organization to propose a new methodology called Water Safety Plan (WSP), still incipient at state of Goiás. In this way, this study aims to propose Safety Plan of Water to 21 cities located at the state of Goiás that presenting WSS managed by local governments. The study was divided into two chapters. The first chapter characterized the WSS of this 21 cities in the state of Goiás, including the collect, treatment and distribution of treated water, and identified ways of managing providers of sanitation services. It was observed that 61% of the supply systems provide by surface water supply system (SWSS). Mixed water supply systems (MWSS) and underground water supply system (UWSS) found up to 50% non-specific departments and 50% for the departments, respectively. Regarding the source of supply, it was noted that the worst results for the quality of supply source were assigned by the WSS managed by non-specific sanitary services departments. Only the cities Abadiânia, Corumbá de Goiás, Mineiros, Rio Quente, Trombas, Caldas Novas, Catalão, Panamá and Senador Canedo add fluorine to their treated water. In relation of the reservation and distribution system of treated water, there is the prevalence of elevated tanks. The worst scenarios for the reservation system and treated water distribution were found at the cities Cachoeira de Goiás, Guarinos, Mossâmedes, Nova Roma, Paranaiguara and São Simão. It was concluded that the WSS have diverse scenarios regarding the treatment of the water and the planning monitoring and maintenance of them are deficient. The second chapter identified the elements of risk perceived by the population associated with water resources. They evaluated the dangerous events by qualitative and quantitative techniques applied to goianos WSS managed by the own cities. The WSS were evaluated by collect system component, raw water reservoir and adduction (A); water treatment system (B); reservation system and distribution of treated water (C). The studied cities that have more high and very high risk, considering all components of the systems, are Cachoeira de Goiás, Guarinos, Mossâmedes, Nova Roma, Paranaiguara and São Simão. Regarding the UWSS, it seems that the A system component registered the same percentage to Cachoeira de Goiás and Guarinos. The B and C system components registered 62.5% and 50% at Cachoeira de Goiás and 75% and 78.5 % at Guarinos. The MWSS with the highest percentage of high and very high risks were situated at the cities Santa Rita do Novo Destino and Nova Roma (52.4 % for question A). Mossâmedes and Nova Roma were the cities that had the highest number of high risks and too high risks for the components B and C in MWSS. The cities Paranaiguara and São Simão had UWSS with the highest number of high and very high risk. The WSS at cities in the state of Goiás managed by the own cities feature deficiencies in the safe management of the water distributed to the population. It is necessary to adopt methodologies that addresses all components of the WSS regardless of system type.Item QUANTIFICAÇÃO DE PARÂMETROS CINÉTICOS DE NITROGÊNIO E OXIGÊNIO EM ÁGUAS SUPERFICIAIS PARA APLICAÇÃO EM MODELOS MATEMÁTICOS DE QUALIDADE DA ÁGUA. ESTUDO DE CASO: RIO MEIA PONTE, GOIÁS.(Universidade Federal de Goiás, 2008-06-16) BRANDELERO, Suzi Mari; SANTIAGO, Mariângela Fontes; http://lattes.cnpq.br/7143224488081563; SIQUEIRA, Eduardo Queija de; http://lattes.cnpq.br/8130881429925800Mathematical models are gaining ever greater importance in the evaluation and comparison of management alternatives for natural water bodies. One of the difficulties in the use of water quality models for nitrogen and oxygen is the absence of kinetic parameter data about reactions in biochemical processes. The data in the current literature refer to foreign bodies of water, mainly in countries with a temperate climate. The objective of this study was to evaluate the processes of nitrogen and oxygen transformation in water. The Meia Ponte River, one of the principal rivers of Goiás, was the object of the study. The water samples were collected in an urban area of the municipality of Goiânia, Bairro Novo Goiânia 2, which presents apparent man-made interference with the natural environment. The study involved field work and laboratory experiments, as well as the analysis of historical flow data from the Goiânia River Flow Measurement Station. The reaeration coefficients (Ka) in dry and rainy periods, which ranged from 1.17 to 2.34 d-1 and from 0.63 to 2.01 d-1, respectively, were estimated on the basis of historical flow data from 1975 to 2005. The flow reading obtained at the River Flow Measurement Station cited above varied from 13.38 to 48.65 m3.s-1 in the rainy season and from 2.89 to 10,63 m3.s-1 in the dry season, an approximately sixteenfold variation. Samples were collected and taken to the laboratory. In the laboratory, the characterization parameters which deviated from the norms established by CONAMA resolution n° 357 - 2005 were (ranges of variation): (1) OD 0.74 to 5.04 mg.L-1; it was (2) true color 58.00 to 203 mg Pt.L-1; (3) total ammoniacal nitrogen from 0.56 to 3.27 L-1. Kinetic tests in turbulent conditions were carried out using modified Jar Test equipment. The reaeration coefficient (Ka20) was determined experimentally. The Ka20 varied between 3.60 and 11.51 d-1 with minimum-to-maximum rotation tests. The minimum rotation of the equipment was used for the nitrogen experiments to most closely approximate river conditions. Water samples were collected at regular intervals for nitrogen analysis. The ammonification and nitrification processes were monitored. A study of deoxygenation, DBO, was also carried out, and it varied from 4.11 to 21.24 mg.L-1. During the process of biological oxidation, the ranges of coefficient variation were: (1) deoxygenation (Kd20) 0.12 to 1.05 d-1; (2) ammonification (KNH4+20) and the coefficient of the disappearance of total ammoniacal nitrogen (KNH4 20) 0.01 to 0.12 d-1; (3) nitritation (KNO2+20) 0.15 to 0.76 d-1; (4) nitrite disappearance coefficient (KNO2 20)0.19 to 3.36 d-1; and (5) nitration (KNO3+20) 0.08 to 0.17 d-1. Under the same conditions as for nitrogen, nitrifying bacteria were monitored. The Nitrosomonas varied between 11 and ≥2400 NMP/100mL, presenting the same behavior profile as the concentration of nitrite, which varied from 0.04 to 5.60 mg.L-1. The Nitrobacter varied from 4 to 1386 NMP/100mL, presenting the same behavior profile as the concentration of nitrate, which varied from 0.82 to 3.99 mg.L-1. The biochemical kinetic coefficients that were obtained were corrected for the standard temperature of 20°C. An increase in organic matter was observed in the dry period, reflecting an increase in the concentration of most of the parameters measured. There was a positive correlation between the nitritation coefficients and flow, although the quantity of Nitrosomonas was greater during the dry period. The results obtained for reaeration, ammonification, and nitrification may be useful in the modeling of bodies of water under experimental conditions similar to those of the present study.Item Eficiência do leito de macrófitas na remoção de ovos de helmintos e coliformes termotolerantes e no desaguamento de lodo de esgoto sanitário(Universidade Federal de Goiás, 2010-08-31) BUFÁIÇAL, Daniela de Souza Silva; ALMEIDA, Rogério de Araújo; http://lattes.cnpq.br/7455447665040845This study aimed to evaluate the efficiency of a constructed wetlands planted with the vegetal species white ginger (Hedychium coronarium J. König), narrow leaf cattail (Typha angustifolia L.) and papyrus sedge (Cyperus gigantus) under three charges application of the sludge from the sewage treatment station of Goiânia, Goiás, Brazil, in the reduction of thermotolerant coliforms and viable helminths eggs and sludge dewatering. It also aimed to characterize the sludge and to evaluate the quality of the filtrate, and to investigate the occurrence of substances excreted by the macrophytes roots, which may help reduce pathogens. The experiment was conducted at the Goiânia sewage treatment station. To evaluate the reduction of pathogens, the sludge dewatering and the filtrate quality were used 12 plastic containers, each one with 1 m3 of volumetric capacity, filled with support media containing 5 cm of gravel number one, a geotextile blanket and 20 cm of sand. In the gravel was installed a drainage system of gases, consisting of a PVC tube with 25 mm in diameter, in an "L" format, whose horizontal portion was drilled with holes of 4 mm in diameter. The sludge was applied at application rates of 43, 140 and 248 kg TS m-2 year, bringing the rates of 20, 70 and 120 L m-2 week, respectively. The applications of sludge were divided into two times a week, half on Tuesdays and half on Fridays. After three months of application, samples were taken from the dewatered sludge every 14 days, and sent to the laboratory for solids, thermotolerant coliforms and viable helminths eggs determination. During three weeks the filtrate was collected in each container and submitted to analysis of solids and thermotolerant coliforms. To investigate the release of toxins by macrophytes roots were used four 20 L buckets containing sand as support medium. Three buckets were planted with the species of macrophytes and one wasn t planted. The buckets were irrigated with dechlorinated water for four months, keeping the water level inside the buckets at 5 cm from the substrate surface. After this period 2 L samples of effluent from each bucket were collected and sent to the laboratory to investigate the antimicrobial activity. The results were analyzed using the Statistical Analysis System (SAS), performing F and Tukey Kramer (5% probability) tests. About the filtrate there was no significant difference in the removal of solids and thermotolerant coliforms in the rates of 70 L m-2 week and 120 L m-2 week. At the rate of 20 L m-2 week there was no filtrated material. For the dewatered sludge there was no significant difference in the removal of thermotolerant coliforms, viable helminths eggs and solids concentration among the treatments. The total solids were lower at the application rate of 120 L m-2 week. Plant development was hampered by sludge application and at the application rate of 120 L m-2 week, the species narrow leaf cattail and papyrus sedge had died after three months of sludge aplication. The extracts found at the water in contact with the macrophytes roots didn t inhibit microbial activity. The dewatered sludge treated by the constructed wetlands attended the 375 Conama Resolution for type A sludge for viable helminthes eggs and for type B sludge for thermotolerant coliformsItem Desempenho da Tecnologia de Filtração em Múltiplas Etapas (FiME) no Tratamento de Águas de Abastecimento em Escala Piloto(Universidade Federal de Goiás, 2009-12-18) CAMPLESI, Daniela Cristina Fonseca; SIQUEIRA, Eduardo Queija de; http://lattes.cnpq.br/8130881429925800The present work has evaluated the efficiency of an MSF system for treating supplying water on a pilot scale. A MSF pilot plant was located in the Water Treatment Station (WTS) area in Goianápolis- GO and fed by Sozinha stream. The plant was comprised of a dynamic prefilter (DPF) and a vertical upflowing pre-filter (VUF) in layers, both of them with different granular compositions; a slow sand filter (SSF); and a slow sand filter with activated carbon (SSFAC), which was called SEQ. 1. The second sequence of the trial, SEQ. 2, was comprised of a dynamic pre-filter (DPF) and a slow sand filter (SSF-2). The filtration rates in use were 24 and 48 m3/m2 a day for DPF, 12 e 24 m3/m2. day for APF; 3 e 6 m3/m2. day for SSF and SSFAC. The efficiency was evaluated by analyzing turbidity, apparent color, total suspended solids (TSS), as well as total thermo tolerant coliforms. The following items were evaluated: the filtration rates ranging effect onto the MSF unit trial system efficiencies; the MSF system efficiency comparison to the WTS complete cycling treatment; and the correlations between turbidity, color, and coliforms removals and the TSS removals. The results obtained from the trials have shown that DPF and VUF are important units for microorganisms and solid particles retaining, for it prepares the effluent in order to submit it into slow filtration. They have also shown that they make it possible for the roughing filtration to last longer. Generally put, it presents that the slow filters are significantly and above 90% efficient in removing TSS, color and turbidity, and 99% efficient in removing total coliforms and thermotolerant coliforms in all roughing filtration. After comparing the quality of both the water produced by MSF and the one by the complete cycling WTS, it was noticed that MSF produces water with quality similar to the complete cycling WTS. The range for the filtration rates has had significant influence only in the removal efficiencies of color and turbidity. There isn t correlation among the removals of the parameters color, turbidity, TSS and coliforms but for the correlation among apparent color and true color. The experiment results suggest that MSF technology, when suitably operated, it is a viable system for the treatment of supplying water and produced water with low levels of color, turbidity, TSS and coliforms is that 40% of the samples, provided drinking water under conditions compatible to those established by Decree 518/2004 of the Ministry of Health (BRAZIL, 2004) for human consumption