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Analise morfodinamica do Rio Mogi Guaçu / Morphodynamics analysis of the Mogi Guaçu RiverZancope, Marcio Henrique de Campos 29 August 2008 (has links)
Orientador: Archimedes Perez Filho. / Tese (doutorado) - Universidade Estadual de Campinas, Instituto de Geociencias / Made available in DSpace on 2018-08-12T00:19:34Z (GMT). No. of bitstreams: 1
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Previous issue date: 2008 / Resumo: Este estudo mostra que a dinâmica fluvial do Rio Mogi Guaçu (NE do Estado de São Paulo, SE Brasileiro) é influenciada pelas estruturas geológicas da bacia hidrográfica e pelas litologias que sustentam o leito fluvial. Essas estruturas e litologias afetam a forma do perfil longitudinal, alterando as relações entre a dinâmica da corrente fluvial e a carga sedimentar, seccionando o curso d'água em trechos com diferentes condições de transporte e morfologia do canal. A análise do perfil longitudinal do Vale e do Rio Mogi Guaçu permitiu correlacionar as estruturas geológicas e a distribuição da litologia com as anomalias na forma do perfil. Estas anomalias são setores do curso fluvial situados acima ou abaixo da linha de tendência do perfil longitudinal. Litologias resistentes à erosão fluvial sustentam anomalias acima da linha de tendência do perfil, enquanto que estruturas e lineamentos orientaram movimentos neotectônicos quaternários, promovendo anomalias abaixo da linha de tendência. A análise do desenvolvimento dos meandramentos e a associação de pedofácies mostraram duas planícies do Rio Mogi Guaçu com comportamentos morfodinâmicos distintos. A primeira delas, situada a montante de uma anomalia da forma do perfil longitudinal, mostrou processos de migração dos meandros concentrados exclusivamente no cinturão meândrico e solos com maturidade mínima e intermediária. A segunda, situada a jusante de outra anomalia, mostrou processos de migração dos meandros dispersos por toda a planície aluvial e solos com maturidade mínima. As estruturas geológicas e litologias promovem as anomalias na forma do perfil longitudinal do Rio Mogi Guaçu por meio de mudanças no gradiente fluvial, formando setores com comportamentos morfodinâmicos diferentes. / Abstract: This study shows that fluvial dynamics of the Mogi Guaçu River (NE State of São Paulo, SE Brazilian) is influenced by hydrographic basin geological structures and lithologies that sustain the river bed. These structures and lithologies affect the shape of the longitudinal profile, changing the relationships between the stream flow dynamics and sedimentary load, breaking the river into segments with different transport conditions and morphology of the channel. Longitudinal profile analysis of the Mogi Guaçu Valley and River allowed to correlate the geological structures and distribution of lithology with the anomalies in the shape of the profile. These anomalies are segments of the river located above or below the trend line of the longitudinal profile. Lithologies resistant to fluvial erosion sustain anomalies above trend line of the profile, while structures and lineaments oriented Quaternary neotectonics motions, promoting anomalies below the trend line. Meandering development analysis and pedofacies association showed two floodplains of Mogi Guaçu River with different mophodynamics behaviors. The first of them, upstream an anomaly in the shape of the profile, showed meanders migration processes concentrated exclusively in the meander belt and soils with minimum and intermediate maturity. The second, downstream another anomaly in the shape of the profile, showed meanders migration processes for the whole floodplain and soils with minimum maturity. The geological structures and lithologies promote the anomalies in the shape of the longitudinal profile of the Mogi Guaçu River through changes in the fluvial gradient, forming segments with different mophodynamics behaviors. / Doutorado / Análise Ambiental e Dinâmica Territorial / Doutor em Ciências
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A comparative study of detrital zircon ages from river sediment and rocks of the Karoo Supergroup (Late Carboniferous to Jurassic), Eastern Cape Province, South Africa : implications for the tectono-sedimentary evolution of Gondwanaland’s southern continental marginBowden, Laura Leigh 26 June 2014 (has links)
M.Sc. (Geology) / The Mzimvubu River, situated in the Eastern Cape Province of South Africa, drains essentially strata of the Late Carboniferous to Jurassic Karoo Supergroup with minor intersection of the underlying Devonian Msikaba Formation near the mouth of the river at Port St. Johns. Rock- and river sediment samples were collected at specific points from within the Mzimvubu River drainage basin, based on changes in the geology through which the rivers flow. Detrital zircon age population data was obtained by LA-ICP-MS for each sample in order to meet the two-fold objective of the study; firstly to investigate the reliability of using detrital zircon grains as indicators of sedimentary provenance and secondly to determine possible source areas for the Karoo strata and underlying Msikaba Formation. Through the comparison of detrital zircon age population data for the rock units of the Karoo Supergroup and Msikaba Formation to that of the river sediment, it is concluded that detrital zircon grains hold value in deciphering the geological history of a sedimentary basin. This interpretation is based on similar distributions and trends that are present in both the zircon age populations of the rock- and sediment samples. However, complexities associated with detrital zircon analysis pertaining to rock type and depositional settings are noted and therefore certain procedures that can be implemented during field sampling have been suggested in this study so as to ensure accurate results are obtained. This will further ensure that reliable interpretations of the geological history of a sedimentary basin are achieved. Additionally, by utilising the detrital zircon population data obtained in the first part of the study in conjunction with published scientific data, the provenance of the Karoo Supergroup in the southeastern part of the Main Karoo Basin has been determined. From this data it was determined that, especially the upper part of the Karoo Supergroup in the Eastern Cape Province of South Africa, was deposited much later than previously thought and that many of the stratigraphic layers in the Karoo Basin were deposited coevally in different parts of the basin with lithostratigraphic boundaries being time-transgressive. Ultimately the data allowed for the construction of a tectono-sedimentary model to explain the deposition of the upper Cape- and Karoo Supergroups that started with the deposition of the Msikaba Formation in a passive continental margin setting, to deposition of the lower part of the Karoo Supergroup in an Andean type of foreland basin, with rifting starting during the times of deposition of the Molteno Formation. The deposition of the Molteno-, Elliot- and Clarens Formations took place as Gondwanaland was breaking apart coeval with the formation of the Karoo Igneous Province.
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Fluid-induced charnockite formation post-dating prograde granulite facies anatexis in southern Natal metamorphic province, South AfricaSaunders, Brenton Mark 24 April 2014 (has links)
M.Sc. (Geology) / The Proterozoic Namaqua-Natal Mobile Belt of southern Africa represents a succession of high grade metamorphosed igneous and sedimentary rocks rimming the southern and western extents of the Kaapvaal craton. Different petrological processes associated with the onset of granulite facies metamorphism were investigated with the emphasis on the processes on anatexis and migmatitization and the influence of the fluid phase on these processes. The investigation took place in the Margate Terrane of the Southern Natal Metamorphic Province. The Umzimkulu and Louisiana Quarries near Port Shepstone formed the bulk of the field area for this investigation. The Umzimkulu and Louisiana quarries expose two s-type granitic lithologies, namely, the Glenmore Biotite Gneiss (GBGn) and the slightly younger, intrusive Margate Leucogranite (MLGn), both of which have been metamorphosed to granulite facies. Geothermobarometric calculations on the metamorphism of the Margate Terrane all indicate temperatures and pressures of peak metamorphism be 850oC+50oC at +6 kbar. The high grade metamorphic history of the lithologies is recorded by the formation of concordant, lens-shaped, prograde anatectic leucosomes. The leucosomes are concentrically surrounded by biotite selvage zones, followed by melanosomes, and lastly undisturbed host rock material. This investigation revealed that the formation of both the charnockite veins and the prograde leucosomes occurred through processes of anatexis. Field relations suggest that the charnockitic veins formed in situ, and were structurally controlled, which is evident from their linearity. Petrographic and geochemical data provide evidence for melt involvement. This is in strong contrast to theories of charnockite formation ascribed to subsolidus granulite formation by the flushing of host lithologies by a pervasive, carbonic fluid, as has been suggested to have occurred in Southern India. The so-called "incipient charnockites" of Southern India are both morphologically and geochemically similar to the charnockite veins described in the SNMP, suggesting that an anatectic origin may be common to both.
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Mechanical and Hydromechanical Behavior of Host Sedimentary Rocks for Deep Geological Repository for Nuclear WastesAbdi, Hadj 16 April 2014 (has links)
Sedimentary rocks are characterized with very low permeability (in the order of 10-22 m2), low diffusivity, a possible self-healing of fractures, and a good capacity to retard radionuclide transport. In recent years, sedimentary rocks are investigated by many research groups for their suitability for the disposal of radioactive waste. Development of deep geologic repositories (DGRs) for the storage of radioactive waste within these formations causes progressive modification to the state of stress, to the groundwater regime, and to the chemistry of the rock mass. Thermal effects due to the ongoing nuclear activity can cause additional disturbances to the system. All these changes in the system are coupled and time-dependent processes. These coupled processes can result in the development of an excavation damaged zone (EDZ) around excavations. More permeable than the undisturbed rock, the EDZ is likely to be a preferential pathway for water and gas flow. Consequently, the EDZ could be a potential exit pathway for the radioactive waste to biosphere. An investigation of the Hydraulic-Mechanical (HM) and Thermal-Hydraulic-Mechanical-Chemical (THMC) behaviour of sedimentary rock formations is essential for the development of DGRs within such formations.
This research work consists of (1) an experimental investigation of the mechanical behaviour of the anisotropic Tournemire argillite, (2) modeling of the mechanical behaviour of the Tournemire argillite, and (3) numerical simulations of the mechanical and hydromechanical behavior of two host sedimentary rocks, the Tournemire argillite and Cobourg limestone, for deep geological repository for nuclear wastes.
The experimental program includes the measurements of the physical properties of the Tournemire argillite and its mechanical response to loading during uniaxial compression tests, triaxial compression tests with different confining pressures, unconfined and confined cyclic compression tests, Brazilian tests, and creep tests. Also, acoustic emission events are recorded to detect the initiation and propagation of microcracks within the rock during the uniaxial testing.
The approach for modeling the mechanical behaviour of the Tournemire argillite consists of four components: elastic properties of the argillite, a damage model, the proposed concept of mobilized strength parameters, and the classical theory of elastoplasticity. The combination of the four components results in an elastoplastic-damage model for describing the mechanical behaviour of the Tournemire argillite. The capabilities of the model are evaluated by simulating laboratory experiments.
Numerical simulations consist of: (1) a numerical simulation of a mine-by-test experiment at the Tournemire site (France), and (2) numerical simulations of the mechanical and hydromechanical behaviour of the Cobourg limestone within the EDZ (Canada). The parameters influencing the initiation and evolution of EDZ over time in sedimentary rocks are discussed.
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Mechanical and Hydromechanical Behavior of Host Sedimentary Rocks for Deep Geological Repository for Nuclear WastesAbdi, Hadj January 2014 (has links)
Sedimentary rocks are characterized with very low permeability (in the order of 10-22 m2), low diffusivity, a possible self-healing of fractures, and a good capacity to retard radionuclide transport. In recent years, sedimentary rocks are investigated by many research groups for their suitability for the disposal of radioactive waste. Development of deep geologic repositories (DGRs) for the storage of radioactive waste within these formations causes progressive modification to the state of stress, to the groundwater regime, and to the chemistry of the rock mass. Thermal effects due to the ongoing nuclear activity can cause additional disturbances to the system. All these changes in the system are coupled and time-dependent processes. These coupled processes can result in the development of an excavation damaged zone (EDZ) around excavations. More permeable than the undisturbed rock, the EDZ is likely to be a preferential pathway for water and gas flow. Consequently, the EDZ could be a potential exit pathway for the radioactive waste to biosphere. An investigation of the Hydraulic-Mechanical (HM) and Thermal-Hydraulic-Mechanical-Chemical (THMC) behaviour of sedimentary rock formations is essential for the development of DGRs within such formations.
This research work consists of (1) an experimental investigation of the mechanical behaviour of the anisotropic Tournemire argillite, (2) modeling of the mechanical behaviour of the Tournemire argillite, and (3) numerical simulations of the mechanical and hydromechanical behavior of two host sedimentary rocks, the Tournemire argillite and Cobourg limestone, for deep geological repository for nuclear wastes.
The experimental program includes the measurements of the physical properties of the Tournemire argillite and its mechanical response to loading during uniaxial compression tests, triaxial compression tests with different confining pressures, unconfined and confined cyclic compression tests, Brazilian tests, and creep tests. Also, acoustic emission events are recorded to detect the initiation and propagation of microcracks within the rock during the uniaxial testing.
The approach for modeling the mechanical behaviour of the Tournemire argillite consists of four components: elastic properties of the argillite, a damage model, the proposed concept of mobilized strength parameters, and the classical theory of elastoplasticity. The combination of the four components results in an elastoplastic-damage model for describing the mechanical behaviour of the Tournemire argillite. The capabilities of the model are evaluated by simulating laboratory experiments.
Numerical simulations consist of: (1) a numerical simulation of a mine-by-test experiment at the Tournemire site (France), and (2) numerical simulations of the mechanical and hydromechanical behaviour of the Cobourg limestone within the EDZ (Canada). The parameters influencing the initiation and evolution of EDZ over time in sedimentary rocks are discussed.
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The Structure of the Pantano Beds in the Northern Tucson BasinAbuajamieh, M. M. January 1966 (has links)
A gravimetric survey has proved its usefulness in the Tucson Basin in locating important structural features, their geometric shapes and extensions. Interpretation was made possible through the correlation of available geologic and hydrologic data from water well logs and water table contour maps. Geophysical logs from a recently drilled test well in North Tucson have been interpreted and have confirmed the existence of another promising aquifer, namely, the deformed gravel which underlies the upper basin-fill aquifer. In most cases, it is apparently separated by a thin aquiclude of clay which results in artesian condition in the lower aquifer. Gravity interpretation discloses the presence of buried channels that may be of importance to groundwater exploration. The buried high basement ridges or faulted blocks as interpreted from gravity data add more information to the understanding of the hydrologic behavior of the basin. Deep drilling of test wells, such as the one drilled recently on Orange Grove Road, will be a useful check to the structures interpreted from gravity data. Geophysical logs of bore holes are of utmost importance in correlation of lithologic units and structures in addition to the hydrologic interpretation that is possible from these logs. The Pantano beds as described here are not promising for new groundwater sources that may be used for domestic needs due to the very low permeability and the expected poor quality of the water. Still more information is necessary to determine clear answers to many problems related to the geology and hydrology of this basin.
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The Conodont Biostratigraphy of the Black Prince Limestone (Pennsylvanian) of Southeastern ArizonaBarrie, Kathleen Ann January 1975 (has links)
The Black Prince Limestone of southeastern Arizona has been assigned to the Morrowan on the basis of several long-ranging fossils. Since these were not especially diagnostic, the exact time represented by the Black Prince within the Morrowan was uncertain. To date the Black Prince more precisely, six sections were systematically sampled for conodonts. The condonts found, especially Neognathodus bassleri, Rachistognathus muricatus, Idiognathoides convexus, and Spathoqnathodus coloradoensis, indicate a middle Morrowan to early Derryan age for the Black Prince in the study area. Four conodont zones can be recognized: the Neognathodus bassleri Zone, the Idiognathodus sinuosis.- Streptognathodus anteeccentricus Zone , the Idiognathoides convexus Zone, and the Spathognathodus coloradoensis-Neognathodus columbiensis Zone. These zones compare favorably with the zonation previously established in the type Morrowan. This biostratigraphic evidence suggests that the hiatus between the Black Prince and Horquilla Limestones increases in magnitude from southeastern to south-central Arizona. The Black Prince represents a sequence of tidal flat and shallow subtidal carbonate deposits. Mudstones and sparsely fossiliferous wackestones with low fossil diversity and abundance characterize the tidal-flat facies. Grainstones, packstones, and fossiliferous wackestones with high fossil diversity and abundance characterize the shallow subtidal facies.
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The Nucleation and Evolution of Riedel Shear Zones as Deformation Bands in Porous SandstoneAhlgren, Stephen G. January 1999 (has links)
Riedel shear zones are geometric fault patterns commonly associated with strike-slip fault systems. The progressive evolution of natural Riedel shear zones within the Navajo Sandstone of southern Utah is interpreted from the spatial evolution of small-scale, incipient Proto-Riedel Zones (PRZs) to better-developed Riedel shear zones using field mapping and three-dimensional digital modeling. PRZs nucleate as a tabular zone of localized shearing marked by en èchelon deformation bands, each of which is no more than a few mm wide and tens of cm long, and oriented at 55° - 85° to the trend of the zone. With increasing strain, deformation bands and sedimentary markers are sheared ductily through granular flow and assume a sigmoidal form. The temporal and spatial evolution of bands comprising a Riedel shear zone suggests that PRZs nucleate as transitional-compactional deformation bands under localized, supra-lithostatic fluid pressure. Subsequent bands develop under modified regional stresses as conjugate shear fractures within the strain- hardened axis of the PRZ. These antithetic driven systems are not compatible with traditional synthetic driven models of Riedel shear zones. Unlike most synthetic driven examples, these antithetic driven systems are not controlled by preexisting "basement" structures, thus their geometries reflect a primary propagation or secondary passive deformation mechanism.
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Vulkanity jihovýchodního křídla barrandienského neoproterozoika v okolí Dobříše / Volcanics of the southeastern flank of the barrandian Neoproterozoic in vicinity of DobříšMráček, Michal January 2015 (has links)
Diploma thesis deals with geological, petrological, structural and geochemical studies of the most probably neoproterozoic volcanic and sedimentary rocks of the Pičín belt in the area NW from Dobříš, approximately between the villages Trnová and Chouzavá. Volcanics of Kozí hory area, which are demonstrably included into Davle Formation have beeen used for comparison with the Dobříš area. One of the major part of the work includes geological mapping on scale of 1:10 000, which served as a base for a more detailed petrological, structural and geochemical studies. Some lenses of lava and volcanoclastic breccia and minor layer spilite were newly discovered, areal extent of some cherts bodies and basaltic dykes were modified. Basalts, andesites and dacites bodies have been reclassified against the basic geological map of 1:25 000 (Havlíček, 1985; Mašek, 1987). Basalts in the Havlíček's (1985) map actually represent a very fine-grained rhyolites (ignimbrites) with disseminated ore minerals with layers of pyroclastic rocks (ignimbrites, volcanoclastic breccia). Areal extent of andesites and dacites bodies were modified and new body of trachyandesite was detected. Extremely fast cooled grained textures and series of features corresponding to welded tuff (ignimbrites) shows that the tuffs were deposited in...
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Structural assessment of the Koulekoun Gold Deposit, Guinea, West AfricaDopavogui, Joseph Siba January 2015 (has links)
The Koulekoun Gold project is the most important prospect of Avocet Mining plc. It is one of the projects within the TriK-block in Guinea (West Africa) for which an exploration permit has been granted. The Koulekoun deposit is located within the Siguiri basin of Birimian age in the Eastern Guinea region; where most Guinea’s gold mines are situated. The present study involves the investigation of structural elements (S₀, S₁, S₂, intrusive contacts, faults and veins) from selected drill cores from drill sections that intersect the Koulekoun orebody in four parts of the deposit; characterizes the principal orientations of measured structures and determines their relationships using stereonet; in order to predict important intersections to focus on in exploration programs within the TriK-block and suggests a possible structural model of the Koulekoun deposit. Raw data used for the present research was collected from half-core samples due to the absence of surface outcrop from which direct measurements could have been made. Measured data were interpreted using stereographic projection. Often no preferred orientations of structural elements exist in the area, suggesting a complex structural situation, particularly with regard to hydrothermal vein attitudes. Thus, it has been illustrated from structural data analysis and S₀ data 3d interpolation of the four sub-structural domains (North-East, North-West, Central and South) that NE-SW structures (S₂, intrusive contact, fault and vein) have controlled the occurrency of gold mineralization in the Koulekoun deposit area. Geometrical relationships between structure main cluster orientation from stereonet analysis show the majority of S₀ moderately E-dipping; intrusive contacts dip at moderate angle to the SE in all zones, except in the North-East zone where they are sub-vertical and SE-dipping. Fault planes show variable orientation of NE-SW, NW-SE and E-W, and steeply SE-dipping. Vein planes correspond to fault systems and show high variability in their orientation with numerous orders of vein direction in each domain. The cross-cutting relationships suggest two principal generations of faults: the NE-SW fault (F1) and the NW-SE fault (F2). These two fault systems and their associated vein intersection areas preferably define the ore shoot zones within the Koulekoun deposit. The proposed structural model of the Koulekoun deposit suggests the intersection and interference of major NW-SE and minor NE-SW structures. The interference of folds formed basin-dome structures with oval shape geometries striking NW-SE and that dominantly occur in North-East, North-West and Central zones. The South Zone is characterized by NE-SW gently plunging and moderately inclined folds with NW-SE striking axial surface. Gold mineralization occurs at the edges of basin-dome structures in North-East, North-West and Central zones. Mineralized porphyry intrusions are likely located within the axial surface of the South zone folds and extend toward the Central zone. The proposed model is compliant with the earlier model of the Koulekoun deposit presented by Tenova (2013); Fahey et al. (2013) describing the Koulekoun deposit as an auriferous NE-SW trending fault zone, intersecting a major NW-striking and steeply E-dipping porphyry units. The model also fits within the regional structural context suggested by Lahondere et al. (1999a) related to the E-W vein structures attributed to NW-SE fractures and to the conjugated fault of NE-SW direction. Comparatively to the three industrial gold deposits (Siguiri, Lero, Kiniero) being currently mined in the Siguiri Basin, and defined as mesothermal vein and lode mineralization hosted in Birimian meta-sedimentary rocks (Lalande, 2005), the Koulekoun gold deposit appears to be a porphyry hosted orogenic disseminated style mineralization system (Fahey et al., 2013). Although, similarities between the Koulekoun gold deposit and these three industrial deposits (Siguiri, Lero, Kiniero) constitute of the intensive extends of the weathering profile and at some stages, by the existence of numerous ring-shaped and curved lineaments enhanced by drag folding (Lero deposit for instance). It is therefore recommended that targets selection around the Koulekoun deposit and within the TriK-block for further exploration programs be concentrated along NW-SE structures, in objective to determine possible intersection zones with NE-SW structures.
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