Submitted by Automa??o e Estat?stica (sst@bczm.ufrn.br) on 2017-04-03T21:15:21Z No. of bitstreams: 1 MauriloGoncalvesBragaJunior_DISSERT.pdf: 8769119 bytes, checksum: e351abbadca543f896ba48254b1921fb (MD5) / Approved for entry into archive by Arlan Eloi Leite Silva (eloihistoriador@yahoo.com.br) on 2017-04-07T21:40:50Z (GMT) No. of bitstreams: 1 MauriloGoncalvesBragaJunior_DISSERT.pdf: 8769119 bytes, checksum: e351abbadca543f896ba48254b1921fb (MD5) / Made available in DSpace on 2017-04-07T21:40:50Z (GMT). No. of bitstreams: 1 MauriloGoncalvesBragaJunior_DISSERT.pdf: 8769119 bytes, checksum: e351abbadca543f896ba48254b1921fb (MD5) Previous issue date: 2016-12-16 / A avalia??o do comportamento hidrodin?mico e hidroqu?mico de aqu?feros em ?reas sob a influ?ncia da atividade petrol?fera s?o essenciais para a prote??o e gest?o do recurso h?drico subterr?neo. Neste sentido, s?o analisadas neste trabalho as rela??es entre as cargas hidr?ulicas dos aqu?feros Barreiras-Janda?ra e A?u na ?rea de Fazenda Bel?m, setor oeste da Bacia Potiguar, Estado do Cear?, e suas implica??es na qualidade das ?guas subterr?neas. Foram definidas as superf?cies potenciom?tricas das unidades aqu?feras Barreiras-Jandaira e A?u em diferentes per?odos desde seu estado original, antes da influ?ncia da atividade petrol?fera, at? os dias atuais, bem como identificadas as modifica??es hidroqu?micas nessas unidades ao longo desse per?odo. Foi poss?vel concluir que os aqu?feros A?u e Barreiras-Janda?ra correspondem a sistemas aqu?feros individualizados e sem comunica??o hidr?ulica entre si. Os tipos hidroqu?micos distintos definidos para as ?guas dos dois sistemas aqu?feros ratificam o isolamento hidr?ulico caracterizado, sugerindo a inexist?ncia de mistura de ?guas entre os mesmos, desde seu estado original at? o presente. O estudo constatou ainda um rebaixamento localizado da superf?cie potenciom?trica do Aqu?fero A?u, o que aponta para a necessidade de se propor medidas de controle, mediante o monitoramento cont?nuo dos n?veis d??gua desse aqu?fero e da qualidade de suas ?guas / The evaluation of the hydrodynamic and hydrochemistry behavior of the aquifers in areas under the influence of the oil exploration activity is essential to the protection and management of the groundwater resource. In this sense, were analyzed in this work the relationship between hydraulic loads of aquifers Barreiras-Janda?ra and A?u, in the oil production concession area of Fazenda Bel?m, West sector of the Potiguar Basin, State of Cear?, and its implications on the quality of groundwater. The A?u Aquifer is composed by Units 2 and 3 of A?u Formation, composed predominantly of thick sandstones at the base, with decreasing grain size to the top, with metrics and decimetrics beds of mudstone and silt. On top of the A?u Aquifer occurs a 70 meters thick package of mudstone and silt of Unit 4 of A?u Formation, which covers and seals the Units 2 and 3 of A?u Aquifer, giving a confined character to it. The Aquifer system Barreiras-Janda?ra is represented by sandstones and conglomerates of the Barreiras Formation and Quaternary Sediments, which cover the carbonates of Janda?ra Formation (packstones and wackstones) and expose the groundwater of this Aquifer at atmospheric pressure. The potentiometric surfaces of the two aquifers systems for different periods, since its original state, before the influence of the oil exploration activity, until the present day were set, as well the variations in hydrochemistry of these units, throughout this period and the saturated thickness of the two Aquifer units. With this amount of information is possible to presume that the A?u and Barreiras?Janda?ra aquifers correspond to individual aquifers systems without hydraulic communication with each other. The distinct water chemical classes of the two aquifers confirm the isolation between them indicating the absence of water mix between the two systems, since its original state until the present. The study has identified a local fall in the potentiometric surface of the A?u aquifer, which points to the need to propose measures of control, through the continuous monitoring of water levels of the aquifer and the quality of its waters.

Made available in DSpace on 2014-12-17T15:01:58Z (GMT). No. of bitstreams: 1 CarlaGracyRM.pdf: 2168953 bytes, checksum: c493025d0ce540e9abdc851f15c87e7a (MD5) Previous issue date: 2006-06-13 / Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior / Waste stabilization ponds (WSP) have been widely used for sewage treatment in hot climate regions because they are economic and environmentally sustainable. In the present study a WSP complex comprising a primary facultative pond (PFP) followed by two maturation ponds (MP-1 and MP-2) was studied, in the city of Natal-RN. The main objective was to study the bio-degradability of organic matter through the determination of the kinetic constant k throughout the system. The work was carried out in two phases. In the first, the variability in BOD, COD and TOC concentrations and an analysis of the relations between these parameters, in the influent raw sewage, pond effluents and in specific areas inside the ponds was studied. In the second stage, the decay rate for organic matter (k) was determined throughout the system based on BOD tests on the influent sewage, pond effluents and water column samples taken from fixed locations within the ponds, using the mathematical methods of Least Squares and the Thomas equation. Subsequently k was estimated as a function of a hydrodynamic model determined from the dispersion number (d), using empirical methods and a Partial Hydrodynamic Evaluation (PHE), obtained from tracer studies in a section of the primary facultative pond corresponding to 10% of its total length. The concentrations of biodegradable organic matter, measured as BOD and COD, gradually reduced through the series of ponds, giving overall removal efficiencies of 71.95% for BOD and of 52.45% for COD. Determining the values for k, in the influent and effluent samples of the ponds using the mathematical method of Least Squares, gave the following values respectively: primary facultative pond (0,23 day-1 and 0,09 day-1), maturation 1 (0,04 day-1 and 0,03 day-1) and maturation 2 (0,03 day-1 and 0,08 day-1). When using the Thomas method, the values of k in the influents and effluents of the ponds were: primary facultative pond (0,17 day-1 and 0,07 day-1), maturation 1 (0,02 day-1 and 0,01 day-1) and maturation 2 (0,01 day-1 and 0,02 day-1). From the Partial Hydrodynamic Evaluation, in the first section of the facultative pond corresponding to 10% of its total length, it can be concluded from the dispersion number obtained of d = 0.04, that the hydraulic regime is one of dispersed flow with a kinetic constant value of 0.20 day-1 / Lagoas de estabiliza??o t?m sido utilizadas para tratamento de efluentes em regi?es de clima quentes apresentando viabilidade econ?mica e ambiental. No presente trabalho foi estudado um sistema de lagoas de estabiliza??o, na cidade do Natal, constitu?do por uma lagoa facultativa prim?ria (LFP) seguida de duas lagoas de matura??o (LM1 e LM2) e tem como objetivo o estudo da biodegradabilidade da mat?ria org?nica atrav?s da determina??o da constante cin?tica k ao longo deste sistema. O trabalho foi baseado em duas etapas: na primeira foi estudada a variabilidade da concentra??o da DBO, DQO e COT e an?lise das rela??es entre esses par?metros, no afluente, efluente e em ?reas dentro das lagoas. Na segunda etapa foi determinada a constante de biodegrada??o da mat?ria org?nica k inicialmente ao longo do sistema (afluentes, ?reas e efluentes), utilizando os m?todos matem?ticos dos M?nimos Quadrados e Thomas. Em seguida, k foi avaliado em fun??o do modelo hidrodin?mico determinado atrav?s do n?mero de dispers?o (d), pelos m?todos emp?ricos e pela Avalia??o Parcial Hidrodin?mica (APH), realizada por meio de tra?agem na lagoa facultativa prim?ria, em uma faixa correspondente a 10 % do comprimento total da lagoa. Na avalia??o dos par?metros analisados, durante o monitoramento, as concentra??es da mat?ria org?nica biodegrad?vel, medida pela DBO e DQO, foram, gradativamente, reduzidas entre os afluentes e efluentes do sistema, apresentando uma efici?ncia 71,95 % para DBO e de 52,45 % para DQO. Na determina??o da constante cin?tica k, pelos m?todos matem?ticos, considerando o M?todo dos m?nimos quadrados, temos os seguintes valores de k no afluente e efluente das lagoas: facultativa prim?ria (0,23 dia-1 e 0,09 dia-1), matura??o 1 (0,04 dia-1 e 0,03 dia-1) e matura??o 2 (0,03 dia-1 e 0,08 dia-1) e pelo m?todo de Thomas os valores de k no afluente e efluente das lagoas s?o: facultativa prim?ria (0,17 dia-1 e 0,07 dia-1), matura??o 1 (0,02 dia-1 e 0,01 dia-1) e matura??o 2 (0,01 dia-1 e 0,02 dia-1). Atrav?s da Avalia??o Parcial Hidrodin?mica, na faixa correspondente a 10% do comprimento total da lagoa facultativa prim?ria, pode-se concluir que, pelo numero de dispers?o encontrado (d = 0,04) o escoamento ? do tipo disperso e a constante cin?tica apresenta um valor de 0,20 dia-1