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

No description available.

No description available.

The aim of this studv is to investigate interrelationships betweenbedrock relief and geological material. The area of investigation covers ca 350 km and is located in the Precambrian bedrock in the central part of Umeå commune, in northern Norrland. The boundary between two morphologically different types of landscape, the coastal plain (kustslätten) and the Norrland terrain (Norrlandsterrängen), crosses this area in a north-westerly direction.The study area's Precambrian bedrock has been mapped in detail by the author and the results are presented in a map at the scale of 1:50,000 together with a description. The occurring rock types have been studied with regard to their resistance against physical and chemical weathering. By relating recent research experience concerning Fennoscandia's palaeogeography, palaeoclimatology and isostasy, an appreciation is given of the character and strength of the forces of disintegration. Accordingly, it seems probable that chemical weathering was the dominant phenomenon during Silurian, Devonian, and even Carboniferous and Permian, whereas when the climate worsened significantly after the Tertiary period Fennoscandia's landscape was resculptured by glacial forces.During Tertiary and Quarternary times, Pennoscandia was twice uplifted and once loweredStatistical correlations between landscape relief, bedrock structure and rock variations, show that the highest sections of the landscape are dominated by resistant older granitoids, granitic mobilizate and veined gneisses, whereas the low-lying valleys and plains are characterized by the easily weathered biotite-plagioclase schists. Much suggests that the distinctive morphology of the coastal plain and Norrland terrain was initiated by bedrock structure and rock variations. As in some earlier works on Fennoscandia, this study attributes great importance to selective weathering in shaping the landscape. / digitalisering@umu

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

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No description available.

Scholars Gary Habermas and Michael Licona have created a research approach to study the historicity of Jesus’s resurrection called “historical bedrock.” This approach seeks to gather highly attested information about the Easter events that are agreed upon by the majority of scholars and then use this information as a starting point in studying the resurrection. A piece of information noticeably missing from the historical bedrock list is the empty tomb. By using the empty tomb as a case study, this thesis is a critical analysis of Habermas and Licona’s historical bedrock approach. In it, I propose that historical bedrock be amended to what I call “baseline information.” Baseline information differs from Habermas and Licona’s approach in that less emphasis is placed on the role of scholarly consensus and the title does not convey the notion that the data within it is unquestionably historical. / Thesis / Master of Theological Studies (MTS)

Fluvial channel geometry is controlled by the interaction of a number of geologic and hydraulic variables. The width of mixed alluvial-bedrock channels generally is a function of discharge, with variations due to local conditions. The aspect ratio (width/depth) of channels is heavily influenced by substrate size and erodibility. How channel width and aspect ratio vary as a function of other variables, such as structure, lithology, slope, large scale valley topography, and rock uplift, has not been fully quantified. The New River is ideal for examining these relationships because it shows considerable variability in width and aspect ratio and flows through three structurally and lithologically distinct geologic provinces. Through these provinces, the New River does not follow the expected trends of channel widening with increasing drainage area. Topographic maps show that channel width of the New River has a significant variation that far outscores an overall widening downstream. Aspect ratios for the New River are also large, approaching 500. We collected a field data set of 29 sites of the river's channel geometry, along with characteristics of bedrock, sediment, and confinement. Fifteen of the 29 sites are bedrock reaches. The data set allows empirical analysis of how width and aspect ratio of the New River are related to different variables, including slope, discharge, flow velocity, curvature, trend, bedrock type, and structure. Sediment characteristics and confinement of the channel do not affect channel morphology. Bedrock is shown to affect channel width directly through the percent of bedrock exposed in the channel and indirectly through the modified rock mass strength, rock hardness, obliquity to regional strike, dip orientation, and degree of joint intersection. / Master of Science

Erodibility is an important factor in studies of geomorphology. Along with other factors such as climate, time, and tectonics, it contributes to the shape and evolution of landscapes. Several methods exist to quantify erodibility that examine rock mass properties such as fracture characteristics and strength of intact rock. These systems can be used to predict such varied properties as the slope of a rock mass, the geometry of bedrock channels, and the likelihood and type of potential slope failures. Yet, these systems are limited by shortcomings such as subjectivity, limited calibration, and failing to produce reasonable predictions of slope when rocks are mechanically or chemically weak. To address these and additional issues, original and modified versions of three erodibility rating indices are applied in a variety of lithologic, climatic, and erosional environments. Ratings are compared to topography for calibration purposes and to examine whether erodibility and topography will correlate in all environments studied. Several of the techniques tested are successful at improving ratings' correlation to topography in slowly eroding landscapes, while other landscapes do not correlate to ratings. A new adjustment factor for chemically weak rocks further improves this correlation in certain environments. Finally, suggestions are made for the future use of erodibility indices that incorporate specific techniques and alterations from the study as well as general impressions from use. / Master of Science