The objective of this study was to examine the effect of heat on the growth of a biofilm in a parallel glass plate fracture table. Groundwater was collected from a limestone aquifer and amended with a nutrient mixture to stimulate the indigenous microbial population. The amended water was heated to approximately 30oC in an upgradient reservoir attached to the fracture table and recirculated through the 2-m long, 0.6-m wide, parallel glass plate fracture having an approximate fracture aperture of 2000 μm. The fracture was maintained at approximately 10oC to simulate natural in situ groundwater temperature and the upgradient reservoir maintained at 30oC. Geochemical parameters and bacterial counts were measured regularly throughout the biostimulation to monitor biofilm growth in the fracture. Hydraulic tests and tracer experiments completed before and after the biostimulation were used as the primary indicators of the successful bioclogging of the fracture. Geochemical parameters measured throughout the trial revealed an increasingly reducing environment capable of supporting the development of a diverse biofilm. Direct and indirect bacterial counts revealed the dominant bacteria within the system included common groundwater bacteria pseudonomads, enteric, and slime-forming bacteria. Heterotrophic bacteria were also present in significant concentrations. Visible clusters of biofilm were observed on Day 2 of the trial with a fully-connected biofilm observed by Day 7. The biofilm impacted the groundwater flow through the fracture resulting in an approximately 2.75-hour delay in the tracer’s breakthrough during the tracer experiment completed on Day 13 of the trial compared to an experiment conducted during the initial stages of biofilm development. Based on the results of the tracer experiment, the biofilm growth reduced the velocity of the groundwater by 9.8%, the fracture aperture by 37.8%, and increased the bulk dispersivity to 50mm. Recommendations for future work include the application of heated biostimulation at the field scale in a well-characterized, isolated fracture. / Thesis (Master, Civil Engineering) -- Queen's University, 2011-08-01 12:33:25.286

The aim of this study was to assess the performance of thermal heating for the removal of chlorinated solvents from fractured rock. The study included a laboratory experimental program, a field pilot study demonstration and a mathematical modeling component. In the laboratory experimental program, thermal heating parameters, such as operational temperature, heating duration, and the corresponding degree of contaminant removal, were evaluated through a series of heating tests. To evaluate the effect of heating temperature and heating duration on the degree of contaminant mass removal, two different heating profiles were utilized during the experiments. Additionally, seven types of rock and two common contaminants were selected to evaluate the effect of thermal heating on different geological media impacted with different chlorinated compounds. In general, results showed that heating duration had the most significant effect on the degree of contaminant mass removal in post-remedy samples. Results showed that a higher porosity in combination with a lower organic content facilitates the removal of chlorinated solvents from the rock matrix. A Thermal Conductive Heating (TCH) pilot test was implemented by TerraTherm, Inc. at the former Naval Air Warfare Center (NAWC) in West Trenton, NJ to assess the performance of TCH for the removal of trichloroethylene (TCE) and daughter products (i.e cis-1,2-dichloroethylene (DCE) and vinyl chloride (VC)) from fractured bedrock. Results showed that treatment removed 318.5 kg of TCE, DCE and VC, from the treatment zone, of which 62.6 kg were recovered from the rock matrix. A total of 63 % TCE, 65.8 % of DCE and 90.4% of VC were removed during heating. Finally, Semi-analytical solutions were derived to evaluate back diffusion in a fractured bedrock environment where the initial condition comprises a spatially uniform, non-zero matrix concentration throughout the domain. It was concluded that the time required to reach a desired fracture pore water concentration is a function of the distance between the point of compliance and the upgradient face of the domain where clean groundwater is inflowing. Hence, shorter distances correspond to reduced times required to reach compliance. / Thesis (Ph.D, Civil Engineering) -- Queen's University, 2012-09-24 11:30:16.52

A thermal conductive heating (TCH) pilot test was conducted at the Naval Air Warfare Center (NAWC) in West Trenton, New Jersey in 2009 in collaboration with TerraTherm, Inc., the Naval Facilities Engineering Services Center and the United States Geological Survey. The NAWC site was historically used as a jet engine testing facility from the mid-1950s to the late 1990s. During this time, the subsurface was contaminated with trichloroethylene (TCE) which was a common solvent used at the facility. The pilot test consisted of 15 heater/extraction wells installed to a depth of 16.8 m in weathered mudstone and operated for 102 days. Rock core samples were taken pre- and post-remediation to measure the initial TCE concentrations and evaluate the effect the TCH pilot test had. The data collected during the pilot test was used to create a two-dimensional (2D) finite difference model using TMVOC. TMVOC is part of the TOUGH 2 family of codes and is a numerical model that is capable of simulating multiphase flow, heat transfer and transport of volatile organic compounds in three-dimensional heterogenous porous media or fractured rock. The 2D model was used as a screening model to investigate TCE removal from the rock matrix when heating for 100 days with a similar heating pattern to what was employed at the NAWC site. The numerical domain incorporated three primary fractures with competent bedrock in between. As the test pilot was conducted in the weathered bedrock zone, a sensitivity analysis was first completed on the matrix permeability to help to match the TCE removal from the pilot test. The pilot test had a 63.5% removal of TCE from the study area compared to 67% from the baseline model. A limited sensitivity analysis was completed which investigated how the matrix porosity and rate of energy application would have on the success of TCE removal from the rock matrix. It revealed that the TCE removal increases with increased matrix porosity and increased rate of energy application. / Thesis (Master, Civil Engineering) -- Queen's University, 2013-01-02 22:32:05.274

Groundwater is an important water resource that must be protected from potential contamination due to anthropogenic activities such as industrial production and agriculture. It is necessary to understand the presence, movement, and persistence of contaminants in aquifers to develop adequate protection plans. Fractured bedrock aquifers with thin overburden cover are very sensitive to contamination, and little is known about transport processes from the ground surface to depth in this setting. Thus, this research was undertaken to improve the understanding of anthropogenic impacts on water quality in a natural fractured bedrock aquifer with minimal overburden protection. This was accomplished through a field-based investigation conducted in an agricultural setting near Perth, Ontario, Canada. The temporal and spatial variations of several contaminants and indicators (including nitrate, E. coli and polybrominated diphenyl ethers) were examined. A unique infiltration tracer experiment was also conducted to simulate the transport of solutes from the ground surface to wells. Results showed that nitrate concentrations were consistent on a daily scale, but varied monthly. In contrast to nitrate, greater bacterial (E. coli) variability was observed daily. E. coli was not identified in some locations for several months. The temporal variability of concentrations is an important consideration for those consuming groundwater in this setting, as concentrations may be acceptable one month while unsuitable another month (or even another day for fecal bacteria). Annual groundwater monitoring will likely not capture maximum concentrations and thus may not protect human health. Polybrominated diphenyl ethers (flame retardants), which had not been previously measured in groundwater, were detected in the study aquifer at concentrations greater than observed in surface water bodies. It is evident that additional surveys of PBDE concentrations in groundwater are warranted. The infiltration tracer experiment showed that solute transport from the ground surface through thin soil to wells in fractured bedrock can be extremely rapid (on the order of hours) although very complex. This is an important consideration for private and municipally owned drinking water systems that draw water from shallow bedrock aquifers. The results of this research demonstrate that protecting water at the source is imperative in order to preserve water quality in sensitive fractured bedrock aquifers with minimal overburden cover. / Thesis (Ph.D, Civil Engineering) -- Queen's University, 2009-10-25 21:37:21.418

The goal of this study was to determine the impact of land use activities on the subsurface flow regime in the Upper Roanoke River Watershed in Virginia to determine the impacts of land use change on the subsurface flow system, and to provide a tool for future management decisions. Land use activities can impact the groundwater system in two ways. The volume of water recharging the groundwater system can be reduced due to an increase in low permeable areas. It is assumed in this investigation that the input recharge values reflect the increase of low permeability zones that may occur due to land use activities. Increased water withdrawal associated with an increase in population can be another impact of land use change. This possible increase in water withdrawal is explicitly simulated in this investigation. MODFLOW, the USGS, three-dimensional, finite-difference, groundwater flow model was used to develop a regional conceptualization of the flow system. The fractured bedrock aquifer system consists of three sloping geohydrologic units: the Ordovician to Mississippian clastics, the Cambrian and Ordovician carbonates, and the Precambrian and Cambrian metamorphics and clastics. The 575 mi² study area was divided into cells with dimensions of 0.25 miles by 0.25 miles and containing four layers. The upper model layer was used to simulate the saturated unconsolidated deposits that lie on top of the fractured bedrock and serve primarily as a recharge reservoir. The second layer simulated shallow flow driven by recharge and the withdrawal of water by pumping wells. The bottom two layers were used to simulate deep regional flow within the system and account for possible vertical flow that may be occurring through deep fractures. Several simplifying assumptions were made during the conceptualization of groundwater flow in the study area: (1) Flow through fractures is approximately equivalent to flow through a porous medium; (2) Darcy's Law is applicable from a regional perspective; (3) Hydraulic properties are homogeneous and isotropic for an area that is represented by a model cell; and (4) Groundwater flow divides correspond to surface-water flow divides. Although these assumptions are probably valid for parts of the study area, the validity of each assumption is mostly unknown. Therefore, the model results are considered to be conceptual and should be interpreted carefully. The groundwater flow model was calibrated using UCODE, a USGS code for universal inverse modeling. Parameter estimation was conducted using UCODE for a total of 18 parameters, including hydraulic conductivities, river bottom conductance values, and recharge rates. The model was calibrated to observed hydraulic head information from 1969-1970. Due to the limited data availability, however, the calibrated values are at best, approximate. Nonetheless, several inferences can be made regarding flow in the province. The calibrated recharge values indicate that approximately 28% of the total precipitation recharges the aquifer system. This is consistent with previous estimates performed in the study area (Rutledge, Mesko, 1996). The Cambrian and Ordovician carbonates were found generally to have the highest hydraulic conductivity in each layer which reflects the notion that due to dissolution, this geohydrologic unit contains more fractures than the other two units. The calibrated values of hydraulic conductivity for the Cambrian and Ordovician carbonates ranged from 0.89m/d in layer 2 to 0.0011m/d in layer 4. The calibrated values of hydraulic conductivity for the Precambrian and Cambrian metamorphics and clastics ranged from 0.013m/d in layer 2 to 0.708E-3m/d in layer 4, and for the Ordovician to Mississippian clastics followed a similar trend in layers 2 and 3, with values of 0.390m/d in layer 2 and 0.242E-4m/d in layer 3. The streambed conductance values reflected both the variation in streambed thickness, which ranges from nonexistent in some areas to several feet thick in others, and streambed material, which ranges from sandy material with relatively high conductivity values to silty material with lower hydraulic conductivity values. The streambed conductance values range from 4.79 m²/d in the upland reaches to 234.13 m²/d in reaches closer to the outlet. Present pumping conditions were simulated with the groundwater flow model to establish a "baseline simulation" to which all future scenarios could be compared. Three future scenarios were developed based on the projected increase in population for Roanoke County through the year 2010. Each scenario represented a distinct settlement pattern within the watershed. Development scenario 1 simulated the impacts of the increased population if settled in the same areas as present development. Development scenario 2 simulated the impacts of the increased population if half settled in areas of present development and the other half in the western half of the watershed. Development scenario 3 simulated the impacts of the increased population if half of the population increase settled in areas of present development and the other half settled in the Tinker Creek sub-watershed. Development scenario 2 resulted in a drastic change in hydraulic head values, and the volume of water discharged from the streams was, on average, reduced by 56%, whereas, for both scenarios 1 and 2, these reductions were less than 1%. Results indicate that flow in the system is predominantly horizontal. There is no deep vertical flow from possible deep fractures. There may be shallow vertical flow occurring that is driven by recharge, however due to the resolution of the model, this flow is not simulated. In general, the simulation of horizontal flow follows the overall trend of the hydraulic gradient from west to east, which also follows the overall topographic trend. Therefore, upland regions in the province are recharging down-gradient areas. However, simulations indicate that the hydraulic head values in the eastern part of the study area are relatively insensitive to this horizontal recharge contribution from the west. The most sensitive areas in the basin to increased water withdrawal are the upland areas in the west side of the study area that are receiving no horizontal flow contribution from other places in the watershed. These areas are only being recharged by precipitation, and are the first to react to regional flow changes. Since the resolution of the model is such that local variations in the flow system are not simulated and the model represents regional trends, inferences can only be made about regional impacts. Therefore, if increased withdrawals are so great as to impact the regional system, the west- side of the study area will be affected before all other areas in the watershed. The study results include estimates of hydraulic properties, direction of regional flow, possible impacts from land use change, and a discussion of the results with respect to gaining a more complete understanding of the subsurface flow system. Perhaps this work will be the first step in learning more about the subsurface flow system of the Upper Roanoke River Watershed, and provide a useful tool to manage and properly plan future land use changes to minimize the impacts on the groundwater resources of the basin. / Master of Science

The transport and fate of contaminants in fractured sedimentary rock aquifers depends strongly on the nature and distribution of the fracture network. The current standard practice of using only vertical coreholes to characterize bedrock aquifers can result in significantly biased data that is insufficient for fracture orientation analysis. This study involves the addition of two inclined coreholes to supplement existing data from eleven vertical coreholes at a contaminated site in Guelph, Ontario to reduce the effects of this bias. A suite of high-resolution, depth discrete data collection methods including core logging, borehole geophysics, and hydraulic testing were conducted to determine fracture orientation and spacing as well as hydraulic aperture distributions. The results of the orientation analysis demonstrate that the inclined coreholes were more effective at sampling high-angled fractures than the vertical coreholes and were necessary to identify all three of the dominant fracture sets on the site. The fracture network properties from this study can be used as input parameters for static and dynamic discrete fracture network models to assess current and future risks to municipal supply wells.

Groundwater is an important resource that is relied on by approximately half of the world’s population for drinking water supply. Source water protection efforts rely on an understanding of flow and contaminant transport processes in aquifers. Bedrock aquifers are considered to be particularly vulnerable to contamination if the overburden cover is thin or inadequate. The objective of this study is to further the understanding of modeling, sampling, and the potential for anthropogenic contamination in fractured bedrock aquifers. Two numerical modeling studies were conducted to examine geochemical groundwater sampling using multi-level piezometers and the role of discretization in a discrete fracture radial transport scenario. Additionally, two field investigations were performed to study the variability of bacterial counts in pumped groundwater samples and the potential for anthropogenic contamination in a bedrock aquifer having variable overburden cover in a semi-urban setting. Results from the numerical modeling showed that choosing sand pack and screen materials similar in hydraulic conductivity to each other and the fractures intersecting the borehole can significantly reduce the required purge volume. Spatiotemporal discretization was found to be a crucial component of the numerical modeling of solute transport and verification of the solution domain using an analytical or semi-analytical solution is needed. Results from the field investigations showed fecal indicator bacterial concentrations typically decrease on the order of one to two orders of magnitude from the onset of pumping. A multi-sample approach that includes collection at early-time during the purging is recommended when sampling fecal indicator bacteria for the purpose of assessing drinking water quality. Surface contaminants in areas with thin or inadequate overburden cover can migrate quickly and deeply into the bedrock aquifer via complex fracture networks that act as preferential pathways. While the presence of fecal indicator bacteria in groundwater samples signifies a possible health risk through human consumption, it was the suite of pharmaceuticals and personal care products that allowed the identification of septic systems and agriculture as the dominant sources of contamination. Land-use planning and source water protection initiatives need to recognize the sensitivity of fractured bedrock aquifers to contamination. / Thesis (Ph.D, Civil Engineering) -- Queen's University, 2011-02-28 17:27:54.806

Hydraulic fracturing is a controversial practice because of concerns about environmental impacts due to its widespread use in recovering unconventional petroleum and natural gas deposits. However, water-only hydraulic fracturing has been used safely and successfully for many years to increase the permeability of aquifers used for drinking and irrigation water supply. This process extends and widens existing bedrock fractures, allowing groundwater storage to increase. Researchers have studied the behavior of fractured-rock aquifers for decades, but little has been published on the hydraulic and mechanical properties of hydraulically enhanced fractures. In this study, a multi-faceted approach consisting of aquifer and tracer testing is used to estimate the transmissivity and storage coefficient of a hydraulically induced fracture and observe its behavior as a contaminant flow pathway. The results of the aquifer tests indicated a decrease in both the transmissivity and storage coefficient of the fracture of three orders of magnitude after cessation of pumping. The aquifer temporarily experienced incomplete recovery following pumping tests, likely due to slow recharge. After complete recovery occurred, subsequent tests showed that these hydraulic properties returned to their original values, indicating elastic compression of the fracture during periods of applied stress. The results of the tracer test indicated rapid, uniform, one-dimensional flow through the fracture, with average fluid velocity approaching 1 km/day in an induced steady flow field of 6 x 10-5 m3/s (1 gal/min) and a fracture volume of 0.238 m3 (63 gal). The complex heterogeneity of fractured-rock aquifers necessitates the use of multiple lines of testing in order to arrive at a detailed description of the behavior of these systems. This study demonstrates one effective method of investigating a single fracture that can uncover information about the behavior of a hydraulically enhanced aquifer that is otherwise difficult to obtain. / Master of Science

O estudo da hidrogeologia em aqüífero cristalino fraturado apresenta como maior desafio a imprevisibilidade do meio, uma vez que o fluxo ocorre exclusivamente pelas fraturas. Neste sentido informações de atitude, abertura e conectividade de fraturas tornam-se essenciais no entendimento do fluxo da água subterrânea. O presente trabalho busca aplicar o conhecimento da tectônica rúptil para caracterizar o meio fraturado, com intuito de auxiliar o estudo hidrogeológico do aqüífero. A área de estudo está localizada na porção leste do Município de Cotia, SP, no contexto do Complexo Embu, de idade proterozóica, na porção central da Faixa Ribeira. Ocorrem predominantemente rochas granitóides, com permeabilidade primária desprezível, rochas cataclásticas relacionadas às grandes zonas de cisalhamento de Taxaquara e Caucaia do Alto, metassedimentos e coberturas aluviais cenozóicas, estas ao longo das principais drenagens. Os principais eventos tectônicos de caráter rúptil da região estiveram relacionados à reativação mesozóico-cenozóica, inicialmente com a ruptura continental e abertura do Oceano Atlântico Sul e, posteriormente, a formação do Rift Continental do Sudeste do Brasil (RCSB), e seus principais eventos de deformação. Os estudos foram desenvolvidos em duas escalas de trabalho. A primeira de semi-detalhe, em 1:50.000, e a segunda de detalhe, em 1:5.000, esta última em duas porções distintas dentro da área de semi-detalhe. Os resultados obtidos em escala de semi-detalhe, a partir da análise da tectônica rúptil (morfometria, fotogeologia e levantamentos de campo), serviram para direcionar as investigações em escala de detalhe, onde foram usados dados provenientes de sondagens, métodos BHTV (Bore Hole Television), levantamento de perfis de eletrorresistividade e dados hidrogeológicos de poços de monitoramento instalados no aqüífero em meio fraturado. Os estudos de escala de semi-detalhe permitiram delinear lineamentos de direções N-S, E-W, NE-SW e NW-SE, originados pelas diversas fases de deformação rúptil. Esses dados de lineamentos foram correlacionados com dados de atitude de falhas e juntas medidas em afloramento, e, posteriormente, associados às diferentes fases de deformação descritas para o RCSB. Foram definidas seis famílias de juntas: a) família NNW-SSE, com mergulho alto para NE); b) família NE-SW com mergulho sub-vertical; c) família E-W com mergulho alto para NW); d) família WNW-ESE com mergulho alto para NE); e) família NESW com mergulho médio para NW; e f) família NE-SW com mergulho médio para SE. Os resultados dos estudos desenvolvidos em escala de semi-detalhe, somados aos condicionantes geológicos e geomorfológicos das áreas selecionadas para estudos de detalhe, orientaram a instalação de poços de monitoramento verticais e inclinados nessas últimas. Foram instalados 11 poços na área de detalhe A e quatro poços na área de detalhe B. Os poços foram perfilados por televisionamento acústico e as fraturas identificadas nesses poços foram separadas por famílias e subfamílias: Família 1 (sub-horizontal), Família 2A (N-S com mergulho médio para W) e 2B (N-S com mergulho alto para E), Família 3A (NE-SW com mergulho médio para NW) e 3B (NE-SW com mergulho médio para SE) e Família 4 (WNW-ESE sub-vertical). Na maioria dos poços foram realizados ensaios hidráulicos para determinação da condutividade hidráulica (K), que variou de 1,55x10-8 a 2x10-5 cm/s, com média de 2,98x10-6 e desvio padrão de 5,60 x10-6 cm/s. Ensaios de bombeamento indicaram fluxo de água subterrânea através das estruturas N-S, com boa conexão com as estruturas NE-SW. A abertura média das fraturas foi de 1,13x10-3 cm, calculada com base nos valores de condutividade hidráulica correlacionados aos dados estruturais. A partir dos dados hidrogeológicos e estruturais foi proposto um método para se estimar a transmissividade e condutividade hidráulica de um poço instalado no aqüífero fraturado. / The main challenge in a hydrogeological study of a fractured-bedrock aquifer is the unpredictability of media, because the ground-water flows only through the fractures. Informations about strike, dip, opening and connectivity among fractures become essential in order to understand the ground-water flow. This work is an application of the concepts of the brittle tectonics to characterize a fractured media in order to help the hydrogeological study of a fractured-bedrock aquifer. The study area is located at the eastern part of the City of Cotia, State of São Paulo, Southeastern Brazil, in the context of the Proterozoic Embu Complex, in the central part of Ribeira Belt. This area encompass predominantly granitoid rocks (with negligible primary permeability), cataclastic rocks related to the Taxaquara and Caucaia do Alto shear zones, and metasedimentary rocks. Quaternary alluvial deposits occur along the main drainages. The main brittle tectonic events in the region are related to the Mesozoic-Cenozoic reactivation, associated with the continental break-up, the opening of the South Atlantic Ocean, and the formation and deformation of the basins of the Continental Rift of the Southeastern Brazil (CRSB). The study was carried out in two working scales. First in a semi-detail scale, at 1:50,000, of a large area, were brittle tectonic analysis (morphometry, photogeology and field survey in outcrops) was performed. The achieved results were used to select two small areas, within the semi-detail area, for a detailed investigation, on scale of 1:5,000, in which data from rock-boring, BHTV (Bore Hole Television), eletroresistivity and hydrogeology from bedrock monitoring wells were obtained. At a semi-detail scale it was possible to delineate lineaments of N-S, E-W, NE-SW and NW-SE-trending directions, probably originated during several brittle deformational events. Data from lineaments were first correlated with data of fault and joint measured in outcrops and latterly associated with different deformation phases described in CRSB. Six joint families were defined: a) steeply northeastward dipping NNW-SSE-trending family; b) sub-vertically dipping NE-SW trending family; c) steeply northwestward dipping E-W-trending family; d) steeply northeastward dipping WNW-ESE-trending family); e) NE-SW-trending family with moderate dipping towards the NW; and f) NE-SW-trending family with moderate dipping towards the SE. Results of studies in the semi-detail investigation area allowed the selection of sites for drilling of 11 wells in detail area A and 4 wells in the detail area B. All the wells were surveyed by acoustic teleview and the identified fractures were classified in four families and two subfamilies: family 1 (sub-horizontal to gently dipping); family 2A (N-S-trending with moderate dipping towards the W) and 2B (NS-trending with steep dipping towards the E); family 3A (NE-SW-trending with moderate dipping towards the NW) and 3B (NE-SW-trending with moderate dipping towards the SE); and family 4 (WNW-ESE-trending with sub-vertical dipping). Hydraulic conductivity (K) measured in the wells ranged from 1.55x10-8 to 2x10-5 cm/s, with a mean of 2.98x10-6 and standard deviation of 5.60 x10-6 cm/s. Pumping tests showed the groundwater flow through N-S-trending structures and good connection with NE-SW-trending structures. The average opening of fractures attained 1.13x10-3 cm and was calculated on the basis of the amount of hydraulic conductivity correlated with structural data. Based on structural and hydrogeological data it was proposed a method for estimating the transmissivity and hydraulic conductivity of a well installed in the fractured-bedrock aquifer.

O estudo da hidrogeologia em aqüífero cristalino fraturado apresenta como maior desafio a imprevisibilidade do meio, uma vez que o fluxo ocorre exclusivamente pelas fraturas. Neste sentido informações de atitude, abertura e conectividade de fraturas tornam-se essenciais no entendimento do fluxo da água subterrânea. O presente trabalho busca aplicar o conhecimento da tectônica rúptil para caracterizar o meio fraturado, com intuito de auxiliar o estudo hidrogeológico do aqüífero. A área de estudo está localizada na porção leste do Município de Cotia, SP, no contexto do Complexo Embu, de idade proterozóica, na porção central da Faixa Ribeira. Ocorrem predominantemente rochas granitóides, com permeabilidade primária desprezível, rochas cataclásticas relacionadas às grandes zonas de cisalhamento de Taxaquara e Caucaia do Alto, metassedimentos e coberturas aluviais cenozóicas, estas ao longo das principais drenagens. Os principais eventos tectônicos de caráter rúptil da região estiveram relacionados à reativação mesozóico-cenozóica, inicialmente com a ruptura continental e abertura do Oceano Atlântico Sul e, posteriormente, a formação do Rift Continental do Sudeste do Brasil (RCSB), e seus principais eventos de deformação. Os estudos foram desenvolvidos em duas escalas de trabalho. A primeira de semi-detalhe, em 1:50.000, e a segunda de detalhe, em 1:5.000, esta última em duas porções distintas dentro da área de semi-detalhe. Os resultados obtidos em escala de semi-detalhe, a partir da análise da tectônica rúptil (morfometria, fotogeologia e levantamentos de campo), serviram para direcionar as investigações em escala de detalhe, onde foram usados dados provenientes de sondagens, métodos BHTV (Bore Hole Television), levantamento de perfis de eletrorresistividade e dados hidrogeológicos de poços de monitoramento instalados no aqüífero em meio fraturado. Os estudos de escala de semi-detalhe permitiram delinear lineamentos de direções N-S, E-W, NE-SW e NW-SE, originados pelas diversas fases de deformação rúptil. Esses dados de lineamentos foram correlacionados com dados de atitude de falhas e juntas medidas em afloramento, e, posteriormente, associados às diferentes fases de deformação descritas para o RCSB. Foram definidas seis famílias de juntas: a) família NNW-SSE, com mergulho alto para NE); b) família NE-SW com mergulho sub-vertical; c) família E-W com mergulho alto para NW); d) família WNW-ESE com mergulho alto para NE); e) família NESW com mergulho médio para NW; e f) família NE-SW com mergulho médio para SE. Os resultados dos estudos desenvolvidos em escala de semi-detalhe, somados aos condicionantes geológicos e geomorfológicos das áreas selecionadas para estudos de detalhe, orientaram a instalação de poços de monitoramento verticais e inclinados nessas últimas. Foram instalados 11 poços na área de detalhe A e quatro poços na área de detalhe B. Os poços foram perfilados por televisionamento acústico e as fraturas identificadas nesses poços foram separadas por famílias e subfamílias: Família 1 (sub-horizontal), Família 2A (N-S com mergulho médio para W) e 2B (N-S com mergulho alto para E), Família 3A (NE-SW com mergulho médio para NW) e 3B (NE-SW com mergulho médio para SE) e Família 4 (WNW-ESE sub-vertical). Na maioria dos poços foram realizados ensaios hidráulicos para determinação da condutividade hidráulica (K), que variou de 1,55x10-8 a 2x10-5 cm/s, com média de 2,98x10-6 e desvio padrão de 5,60 x10-6 cm/s. Ensaios de bombeamento indicaram fluxo de água subterrânea através das estruturas N-S, com boa conexão com as estruturas NE-SW. A abertura média das fraturas foi de 1,13x10-3 cm, calculada com base nos valores de condutividade hidráulica correlacionados aos dados estruturais. A partir dos dados hidrogeológicos e estruturais foi proposto um método para se estimar a transmissividade e condutividade hidráulica de um poço instalado no aqüífero fraturado. / The main challenge in a hydrogeological study of a fractured-bedrock aquifer is the unpredictability of media, because the ground-water flows only through the fractures. Informations about strike, dip, opening and connectivity among fractures become essential in order to understand the ground-water flow. This work is an application of the concepts of the brittle tectonics to characterize a fractured media in order to help the hydrogeological study of a fractured-bedrock aquifer. The study area is located at the eastern part of the City of Cotia, State of São Paulo, Southeastern Brazil, in the context of the Proterozoic Embu Complex, in the central part of Ribeira Belt. This area encompass predominantly granitoid rocks (with negligible primary permeability), cataclastic rocks related to the Taxaquara and Caucaia do Alto shear zones, and metasedimentary rocks. Quaternary alluvial deposits occur along the main drainages. The main brittle tectonic events in the region are related to the Mesozoic-Cenozoic reactivation, associated with the continental break-up, the opening of the South Atlantic Ocean, and the formation and deformation of the basins of the Continental Rift of the Southeastern Brazil (CRSB). The study was carried out in two working scales. First in a semi-detail scale, at 1:50,000, of a large area, were brittle tectonic analysis (morphometry, photogeology and field survey in outcrops) was performed. The achieved results were used to select two small areas, within the semi-detail area, for a detailed investigation, on scale of 1:5,000, in which data from rock-boring, BHTV (Bore Hole Television), eletroresistivity and hydrogeology from bedrock monitoring wells were obtained. At a semi-detail scale it was possible to delineate lineaments of N-S, E-W, NE-SW and NW-SE-trending directions, probably originated during several brittle deformational events. Data from lineaments were first correlated with data of fault and joint measured in outcrops and latterly associated with different deformation phases described in CRSB. Six joint families were defined: a) steeply northeastward dipping NNW-SSE-trending family; b) sub-vertically dipping NE-SW trending family; c) steeply northwestward dipping E-W-trending family; d) steeply northeastward dipping WNW-ESE-trending family); e) NE-SW-trending family with moderate dipping towards the NW; and f) NE-SW-trending family with moderate dipping towards the SE. Results of studies in the semi-detail investigation area allowed the selection of sites for drilling of 11 wells in detail area A and 4 wells in the detail area B. All the wells were surveyed by acoustic teleview and the identified fractures were classified in four families and two subfamilies: family 1 (sub-horizontal to gently dipping); family 2A (N-S-trending with moderate dipping towards the W) and 2B (NS-trending with steep dipping towards the E); family 3A (NE-SW-trending with moderate dipping towards the NW) and 3B (NE-SW-trending with moderate dipping towards the SE); and family 4 (WNW-ESE-trending with sub-vertical dipping). Hydraulic conductivity (K) measured in the wells ranged from 1.55x10-8 to 2x10-5 cm/s, with a mean of 2.98x10-6 and standard deviation of 5.60 x10-6 cm/s. Pumping tests showed the groundwater flow through N-S-trending structures and good connection with NE-SW-trending structures. The average opening of fractures attained 1.13x10-3 cm and was calculated on the basis of the amount of hydraulic conductivity correlated with structural data. Based on structural and hydrogeological data it was proposed a method for estimating the transmissivity and hydraulic conductivity of a well installed in the fractured-bedrock aquifer.