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Control of groundwater plays an important part in operations at many open pit mines. Selection of an efficient and cost effective dewatering program that will improve slope stability of the pit walls is frequently complicated by the complex and somewhat uncertain hydrogeologic environment found at most mine sites. This dissertation describes a risk-cost-benefit (RCB) framework that can be used to identify the most effective dewatering strategy under such conditions, because the stochastic framework explicitly accounts for uncertainty in hydrogeologic and shear strength parameters in the groundwater flow, slope stability and economic analyses. In the framework, the monetary worth of each design alternative is measured in terms of an economic objective function. This function is defined in terms of a discounted stream of benefits, costs and risks over the operational life of the mine. Benefits consist of revenue generated from the sale of mineral concentrate. Costs include normal operating and dewatering expenses. Monetary risks are defined as the economic consequences associated with slope failure of the pit wall, multiplied by the probability of such a failure occurring. Selection of the best design strategy from a specified set of alternatives is achieved by determining the economic objective function for each design and then selecting the alternative that yields the highest value of the objective function. Estimation of the probability of slope failure requires an accurate assessment of the level of uncertainty associated with each input parameter, a forecast of how dewatering efforts are expected to affect pore pressures in the pit wall in light of the uncertain hydrogeologic environment, and an evaluation of the effect that the pore pressure reductions will have on improving stability of the pit wall. Prediction of the pore pressure response to dewatering efforts is achieved with SG-FLOW, a steady state, saturated-unsaturated finite element model of groundwater flow. Slope stability is evaluated with SG-SLOPE, a two dimensional, limit equilibrium stability model based on the versatile Sarma method of stability analysis. To account for input parameter uncertainty, both the groundwater flow stability models are invoked in a conditional Monte-Carlo simulation that is based on a geostatistical description of the level of uncertainty inherent in the available hydrogeological and geotechnical data. Besides documenting the methodology implemented in the framework to conduct the geostatistical groundwater flow and economic analyses of the objective function, this dissertation also presents a sensitivity analysis and a case history study that demonstrate the application of the RCB framework to design problems typically encountered in operating mines. The sensitivity study explores how each set of input parameters, including hydrologic data, shear strength parameters, slope angles of the pit wall and dewatering system specifications impact on the profitability of the mining operation. The study utilized a base case scenario that is based on overburden conditions at Highland Valley Copper; therefore, the conclusions cannot be applied blindly at other sites. However, the framework can be used to formulate site specific conclusions for other large base-metal open pit mines. After the objective function was calculated for the base case, the aforementioned input parameters were systematically perturbed in turn to study how each parameter impacts on profitability of the mine. The sensitivity study showed that in the particular case analyzed changes in the slope angle and dewatering efforts can improve profitability by many millions of dollars. In particular, steep slope angles can be utilized in the early stages of mine development while the pit walls are relatively low, and then flattened as the pit wall height increases and the monetary consequences of slope failure become more pronounced. Furthermore, the sensitivity results indicated that pit dewatering is likely to be effective over a range of hydraulic conductivities from lxlO"8 m/s to lxlO'5 m/s and that accurate estimation of the mean hydraulic conductivity is much more important than estimating other statistics that describe the hydraulic conductivity field, including the variance and the range of correlation. Results of the sensitivity study clearly demonstrate that the RCB framework can be used effectively to identify the most effective dewatering strategy given a limited amount of geologic and hydrologic information. Also, it is shown that the framework can be used to identify the most important input parameters for each specific dewatering problem and to establish the approximate monetary worth of data collection. The case history study documents how the RCB framework was applied at Highland Valley Copper (HVC). Groundwater control is recognized as an important component of mining operations at this mine site; dewatering measures utilized on the property involve both high capacity dewatering wells and horizontal drains. The benefits of pit dewatering include improved slope stability, drier operating conditions in the pit, and a convenient production water supply. These benefits do not come cheaply, HVC is expecting to spend in excess of six million dollars on groundwater control in the next ten years. Before investing such large sums in groundwater control, mine management should be confident that the capital investment is justified, i.e. that the resulting economic benefits will significantly exceed the costs of the dewatering effort. Using historical data provided by HVC, the case history study documented in this dissertation shows how the RCB framework is used to identify the most profitable combination of slope geometry and groundwater control in design sector R3 of HVC's Valley Pit. By considering three possible slope angle and groundwater control options it is shown that by continuing to implement an aggressive dewatering program, HVC can expect to reduce operating costs by as much as nine million dollars in this design sector. / Science, Faculty of / Earth, Ocean and Atmospheric Sciences, Department of / Graduate

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The purpose of this project is to present an alternative in form, materials, and energy performance to the existing building type that has been the staple used in construction of American Commercial Strip Malls since the latter part of the nineteenth century. The project progresses through two phases. The initial phase is the designing of an energy efficient structure that is the basic unit in a system of modularity. This structure permits joining itself together with similar units to form an assortment of assemblies with different possible geometries that are in turn able to respond to various site geometries and retail area programs. The second phase is the development of a site design for a Commercial Strip Mall using an existing site and inserting a combination of the modular design assemblies into that site, maximizing buildable square footage, while attending to all pertinent regulations and codes yet still incorporating desirable design criteria. The research begins with an initial historical examination of the building type coupled with precedent studies of 1960 American and contemporary European examples. Research includes identification of all applicable zoning regulations and building codes and within those boundaries determining and incorporating existing available sustainable and energy saving technologies and materials into the design. The economic feasibility of a project of this type is examined through costing software in order to discuss the projects fiscal viability. In conclusion, the project realizes a design form that aesthetically joins the selected precedents. It is a form that allows construction in a controlled factory setting, mitigating costs, and improving quality. The modularity aspect of the project provides the versatility needed for the design to be employed on different sites; the materials and systems address sustainability and energy performance. Finally, the economic examination supports the idea that building this design or one similar becomes more and more a possibility as peak oil approaches and global warming remedies become mandates.

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Planned strip-mined land reclamation that minimizes damage of the environment is vital for preservation of water quality, especially with present increased emphasis on coal production. Analysis of overburden is becoming mandatory in order to plan effective placement of material in spoil piles. One rapid technique with little sample preparation for determination of elements in overburden is scanning electron microscopy. This method was quantified in this study for determination of sulphur, potassium and calcium concentrations in cores from two watersheds in Raleigh County, West Virginia. These values were added to a water quality model to more accurately predict concentrations of elements in strip-mine drainage. Development of a method to predict elemental concentrations is helpful in determining potential environmental damage to a watershed. A correlation analysis was conducted using water quality data before and during mining to substantiate data received in the core analysis. Information as is determined in this study’ can aid mine operators in selecting potentially deleterious strata for subsurface placement and in retaining more environmentally beneficial strata for use on spoil surfaces. Knowledge of potentially hazardous substances in overburden should lead to more efficient revegetation procedures by surface mine operators. / Master of Science

A new type of fuel cell architecture, the fuel cell ribbon, is presented. The fuel cell ribbon architecture relies on the gas diffusion layer (GDL) to conduct electrical current in-plane to adjacent cells or collector terminals. The potential advantages of the fuel cell ribbon architecture with respect to conventional fuel cell stacks include reduced manufacturing costs, reduced weight, reduced volume, and reduced component cost. The critical component of fuel cell ribbon assemblies, the gas diffusion media, is investigated herein. Analytical models which focus on the electrical loses within the gas diffusion media of the novel architecture are developed. The materials and treatments necessary to fabricate novel gas diffusion media for fuel cell ribbon assemblies are presented. Experimental results for the novel gas diffusion media of are also presented. One dimensional and two dimensional analytical models were developed for the fuel cell ribbon. The models presented in this work focus on the losses associated with the transport of the electrons in fuel cell ribbon assemblies, rather than the complex system of equations that governs the rate of electron production. The 1-D model indicated that the GDL used in ribbon cells must exhibit an in-plane resistance which is approximately an order of magnitude lower than the resistance of gas diffusion media typically used in conventional fuel cells. A 2-D model was developed with which a parametric study of GDL properties and ribbon cell dimensions was performed. The parametric study indicated that ribbon cells of useful size can be constructed using novel diffusion media that offer reduced resistivity, and that the ribbon cells can produce as much as 80-85% of the power density produced in a conventional fuel cell. Novel gas diffusion media for fuel cell ribbons that have the necessary characteristics suggested by the analytical study were developed.. Properties and performance for a commercially available gas diffusion media, ELAT, were measured as a reference for the novel media developed. The increased thickness PAN (ITPN) series diffusion media was constructed of PAN based fibers exhibiting similar resistive properties to the fibers used in ELAT. The ITPN series of materials were woven in a manner which made them approximately twice the thickness of ELAT, effectively reducing their in-plane resistance to half the resistance exhibited by ELAT. The coarsely woven pitch (CWPT) series of materials were constructed in a manner which yielded a similar number of fibers in the plane of the material to ELAT and a similar material thickness to ELAT, but the fibers used were mesophase pitch based fibers which exhibit a resistivity of approximately one-tenth the resistivity of the fibers used to make the ELAT and ITPN materials. The reduction in fiber resistivity led to the CWPT material having an in-plane resistance an order of magnitude lower than ELAT. The widely used ELAT material exhibited an in-plane resistance of 0.39 Ω/sq., a through-plane area specific resistance of 0.007 Ω-cm2, and a Darcy permeability coefficient of 8.1 Darcys. The novel diffusion materials exhibited in-plane resistances in the range of 0.18-0.036 Ω/sq., through-plane area specific resistances in the range of 0.017-0.013 Ω-cm2, and Darcy permeability coefficients in the range of 30-150 Darcys. Experiments were performed to validate the analytical model and to prove the feasibility of fuel cell ribbon concept. When the novel gas diffusers were adhered to a catalyzed membrane and tested in a ribbon test assembly utilizing serpentine flow channels and in-plane current collection, a range of performance was achieved between 0.28-0.4 A/cm2 at a cell output potential of 0.5 V. In contrast, when ELAT was adhered to a catalyzed membrane and tested in the fixture requiring in-plane conduction, a current density of 0.21 A/cm2 was achieved at 0.5 V. Additionally, the 2-D finite element model was used to predict the performance of a ribbon cell based on the cells performance when a conventional method of through-plane conduction was utilized. The agreement between the experimental data and the model predictions was very good for the ELAT and ITPN materials, whereas the predictions for the CWPT materials showed more significant deviation which was likely due to mass transport and contact resistance effects. / Master of Science

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