The shear strength of soil-structure interfaces is relevant to the stability of energy piles. The thermo-hydro-mechanical processes can have a strong effect on the behaviour of interfaces between unsaturated soils and piles. Temperature changes lead to water movement in the soil. The moisture loss or gain in the soil causes drying or wetting. In addition, water movement influences the heat transfer properties of the soil. Temperature and moisture content changes affect the magnitude of soil suction in unsaturated soils. Changes in soil suction alter the strength and deformation characteristics of the soil mass and soil-structure interfaces. Similar to the effects of temperature changes, the mechanical loading and the changes in hydraulic conditions in the ground would cause changes in the void ratio, degree of saturation, suction, strength and deformation characteristics of soil. The interface behaviour under varying thermo-hydro-mechanical (THM) conditions is classified as a coupled problem and this is the subject of the present research. In the present investigation, laboratory studies and numerical analyses are carried out to evaluate the THM effect on the behaviour of interfaces between an energy pile material and an unsaturated soil. A 3D interface apparatus (Fakharian and Evgin 1996) has been modified (Fu et al. 2013) to allow the behaviour of an interface to be studied under thermo-mechanical loading conditions. In the present study, the experiments are conducted on soil samples with low degree of saturation and high degree of saturation. It is found that in interface tests using soil samples with low degree of saturation, the adhesion increased due to a positive effect of suction on strength than the negative effect of increasing temperatures. However, in interface tests on soil samples with high degree of saturation, the adhesion decreased with increasing temperatures while the positive effect of suction was not large enough to overcome the negative effect of increasing temperatures. This is a new finding that has not been reported anywhere in the literature. The friction angle for both soil samples (with different degrees of saturation) changed slightly with temperature change. Coupled finite element analyses conducted in the present study provide the following geotechnical information that would be useful for the design of energy piles: (a) Bearing capacity of the pile with and without the effect of temperature, (b) The effect of degree of saturation (or suction) on the strength and deformation characteristics of both the soil and the soil-structure interface, (c) Temperature effects on the amount of pile head movements (up or down), (d) Temperature induced stresses in the pile, (f) Amount of heat that can be stored or extracted from the ground as a function of time. At the initial stages of this study, THM effects on the behaviour of energy piles under saturated and unsaturated conditions are analyzed by using SIGMA/W and VADOSE/W finite element codes of GeoStudio 2012. Although these codes are not multi-physics FE codes, it is possible to use them sequentially to obtain results that will show the trends in pile behaviour. This numerical approach is used first to analyze the behaviour of an energy pile installed partially in unsaturated soil. The moisture content and temperature distributions around a 10 m long, bored pile are calculated using transient analyses. Changes taking place in the stress state along the pile shaft and the bearing capacity of the pile at different temperatures are calculated. In the second part of the numerical analysis of the present study, THM effects on the behaviour of energy piles under saturated and unsaturated conditions are analyzed by using PLAXIS 2D finite element code. PLAXIS is a fully couples finite element code. In order to enhance present understanding of the behaviour of energy piles and do the analysis correctly, a fully coupled analysis involving thermo-hydro-mechanical processes was carried out. Three simulations (mechanical loading only, thermo-mechanical coupling and thermo-hydro-mechanical coupling) are conducted using case studies that are available in the literature. In addition, the behaviour of a generic energy pile, which is installed in a kaolin-sand mixture, is studied by taking into consideration of thermo–hydro-mechanical processes. The coupled analysis provided the distributions of temperature, degree of saturation, suction and heat flux in the analysis domain. Numerical results of the fully-coupled method are compared with the results of sequential method of analysis.

Glaciation is considered one of the main natural processes that can have a significant impact on the long term performance of DGRs. The northern part of the American continent has been subjected to a series of strong glaciation and deglaciation events over the past million years. Glacial cycles cause loading and unloading, temperature changes and hydraulic head changes at the ground surface. These changes can be classified as transient boundary conditions. It is widely accepted that the periodic pattern of past glacial cycles during the Late Quaternary period are resultant of the Earth’s orbital geometry changes that is expected to continue in the future. Therefore, from the safety perspective of DGRs, such probable events need to be taken into account. The objective of this thesis is to develop a numerical model to investigate the thermo-hydro-mechanical-chemical (THMC) coupled processes that have resulted from long term past and future climate changes and glaciation cycles on a proposed DGR in sedimentary rocks in southern Ontario. The first application is done on a large geological cross section that includes the entire Michigan basin by using a hydro-mechanical (HM) coupled process. The results are compared with field data of anomalous pore water pressures from deep boreholes in sedimentary rocks of southern Ontario. In this work. The modeling results seem to support the hypothesis that at least the underpressures in the Ordovician formation could be partially attributed to past glaciation. The second application is made on site conditions by using the THMC model. The results for the pore water pressure, tracer profiles, permafrost depth and effective stress profile are compared with the available field data, the results show that the solute transport in the natural limestone and shale barrier formations is controlled by diffusion, which provide evidence that the main mechanism of transport at depth is diffusion-dominant. The third application is made on site conditions to determine the effect of underground changes in DGRs due to DGR construction. The results show that future glaciation loads will induce larger increases in effective stresses on the shaft. Furthermore, it is found that hypothetical nuclide transport in a failed shaft can be controlled by diffusion and advection. The simulation results show that the solute transported in a failed shaft can reach the shallow bedrock groundwater zone. These results might imply that a failed shaft will substantially lose its effectiveness as a barrier. The fourth application is proposed to investigate the geochemical evolution of sedimentary host rock in a near field scale. In this part, a new thermo-hydro-mechanical-geochemical simulator (COMSOL-PHREEQC) is developed. It is anticipated that there will be a geochemical reaction within the host rock that results from interaction with the water enriched with the CO2 generated by nuclear waste.

Subject of this graduation thesis is an assessment of business plan for hydro power station conctruction. The purpose of this thesis is to elaborate feasibility study to fullfill application form for financial support from the EU Structural Funds. First theoretical chapter is focused on conception of renewable resources, hydraolic power, qualification of process preparation and realization of business plan. Second chapter is an elaboration of chosen business plan. The structure of this business plan follows requirements specified by current EKO-ENERGIE aid program appell. In conclusion the thesis analyses and comments the obtained results given by the elaborated feasibility study.

L’adaptation au changement global à l’échelle des bassins versants requiert la sélection des mesures d’adaptation efficace dans un contexte d’incertitudes élevées concernant les conditions futures. Étant donné l’interdépendance entre les usagers de l’eau à l’échelle d’un bassin versant, des accords sont nécessaires pour mettre en place les mesures d’adaptation les plus efficaces. Cette thèse développe une approche pour : sélectionner un programme de mesures d’adaptation coût-efficace dans un contexte d’incertitudes liées au changement climatique ; et pour définir une répartition équitable du coût d’un tel programme de mesures entre les différentes parties prenantes. Le cadre méthodologique développé intègre les deux principales approches habituellement utilisées pour la planification de l’adaptation. La première, intitulée « Top-down» (Descendante), évalue l’impact de différents scénarios climatiques au niveau global sur les ressources en eau à l’échelle locale. La deuxième approche, appelée « Bottom-up » (Ascendante), commence par évaluer la vulnérabilité au niveau local pour ensuite identifier des mesures d’adaptation qui permettront de faire face à un futur incertain. Les résultats des approches précédentes, appliquées dans le bassin versant de l’Orb (France), ont été intégrés au moyen d’un modèle d’optimisation pour sélectionner une combinaison coût-efficace de mesures d’adaptation, considérant la possibilité de développer de nouvelles infrastructures, mais aussi de mettre en place des mesures d’économie d’eau dans les ménages ou d’amélioration de l’efficacité de l’irrigation. Le modèle est ensuite utilisé pour explorer les arbitrages possibles entre différents objectifs de planification et identifier des mesures d’adaptation robustes et de moindre regret. La question de la répartition du coût du plan d’adaptation est ensuite considérée depuis deux perspectives complémentaires. Le processus de négociation entre les acteurs impliqués est modélisé au moyen de la théorie des jeux coopératifs pour définir des scénarios de répartition des coûts équitables. Ces scénarios sont ensuite comparés avec des règles de répartition des coûts basées sur différents principes de justice sociale évaluées avec les acteurs locaux pour apporter des éléments de discussion au processus de négociation. Le cadre méthodologique interdisciplinaire développé durant cette thèse contribue à combler l’écart entre les méthodes Top-down (descendantes) et Bottom-up (ascendantes) pour informer la définition de plan d’adaptation coût-efficace et équitable à l’échelle locale. / Adaptation to global change challenges at the river basin scale requires selecting from demand and supply management measures in a context of high uncertainty on future conditions. Given the interdependency of water users, agreements need to be found at the local level to implement the most effective adaptation measures. Therefore, this thesis develops an approach combining economics and water resources engineering to: select a cost-effective programme of adaptation measures in the context of climate change uncertainty; and define an equitable allocation of the cost of the adaptation plan between the stakeholders involved. The framework developed integrates inputs from the two main approaches commonly used to plan for adaptation. The first, referred to as “top-down”, estimates the impact on the local water resources from different climate change scenarios at the global level. Conversely, the second, called “bottom-up”, starts by assessing vulnerability at the local level to then identify adaptation measures to face an uncertain future. Outcomes from the previous approaches applied in the Orb River basin (France) are integrated to select a cost-effective combination of adaptation measures through a least-cost optimization model developed at the river basin scale. Supply-side infrastructure development measures are considered, as well as demand-side household water conservation measures or irrigation efficiency improvement. The model is then used to investigate the trade-offs between different planning objectives and to identify robust and least-regret adaptation measures. The issue of allocating the cost of the adaptation plan is considered from two complementary perspectives. The outcome of a negotiation process between the stakeholders is modelled through the implementation of cooperative game theory to define cost allocation scenarios. These results are then compared with cost allocation rules based on social justice principles to provide contrasted insights into a negotiation process. The interdisciplinary framework developed during this thesis combines economics and water resources engineering methods, creating a promising means of bridging the gap between bottom-up and top-down approaches and supporting the definition of cost-effective and equitable adaptation plans at the local level.

In the last decade, the power generation mix and the energy markets have been affected by the growing development of distributed and renewable energy sources.Nevertheless, a significant drawback of solar and wind energy is their intermittent and weather-dependent production, which often leads to a mismatch between renewable energy production and its use. Thus, the need for energy storage is recently emerging and becoming more relevant in this era of the energy transition. Among several technologies, today, pumped hydro energy storage (PHES) represents the largest share of the energy storage systems in the world. However, possible new investors, who might be attracted by potential profit in PHES, are repelled bythe long payback period and the scarcity of adequate site topology for such power plants. Relevant design decisions can be taken to reduce the costs and improve the performance or to escape the PHES topographical requirements. For this reason, the first part of this PhD thesis reviews and provides potential assessments of some unconventional PHES systems, applied in synergy with existing infrastructures. Such is the standpoint of micro facilities near waterway locks, or underground cavities used as lower reservoirs (UPSH), or the use of pump-turbines at variable geometryto cope with fluctuating loads.Moreover, important information on PHES in micro-scale is largely missing and their potential in distributed energy systems still needs to be unveiled. In the attempt to fill this gap, this thesis provides a techno-economic overview of the design and characterization of a first-of-its-kind PHES micro facility. In micro-scales hydropower projects, the initial capital cost of a conventional hydroelectric unit is hard to be determined and often economically prohibitive. Interestingly, in order to cut the total capital investment, the micro-PHES prototype runs with a single centrifugal pump for both pumping and generating phases and exploits existing stormwater reservoirs. The variable speed regulation is also implemented and it allows the pump to constantly operate at the maximum hydraulic efficiency in order to deal with load variations. In the same way, the pump working in reverse, namely pump as turbine (PaT), runs at the most suitable speed and it keeps a high efficiency over a wide load range. In addition, the analysis of the techno-economic parameters for such a system provides an important dataset for micro-PHES feasibility breakdown.PaTs are a legitimate cost-effective option in micro hydropower but an universal performance prediction does not exist. Their hydraulic efficiency can possibly shift from the higher efficiency of traditional hydraulic turbines. Nowadays, these reasons restrict PaTs exploitation. In this thesis, a multivariate regression method is applied to the CFD results to build a surrogate model of the PaT hydraulic characteristics as a function of the cutwater geometrical modifications. Based on this model, an optimization problem is solved to identify the most advantageous geometrical assetof the PaT cutwater to maximize the hydraulic efficiency. The presented methodology and design optimization of the cutwater in PaTs, which are extremely suited to our current energy generation needs, provides a unique and much-sought guide to its performance, improvements, and adaptation to hydropower. / Doctorat en Sciences de l'ingénieur et technologie / info:eu-repo/semantics/nonPublished

Buildings construction and realization of public infrastructures have always been a primary need in the human society, developing low cost and user-friendly materials which also encounter safety and durability requirements. Portland cement is the most used material in construction industry from the industrial revolution up to date, but the raising concerns related to the climate change are pushing the governments worldwide to replace it with more eco-friendly and greener materials. Geopolymers are considered to be best alternatives to Portland cement in construction industry, but issues related to cost and mechanical properties are still hindering the commercialization of this material. Geopolymer incorporating wastes is one of the solutions. Fly ash, a thermal power plant by-product, and borosilicate glass, a recycled glass from pharmaceutical vials, are suitable candidates in geopolymers activation. NMR and FTIR spectroscopies demonstrated that borates from borosilicate glass are active compounds in geopolymerization, substituting the alumina is its role, composing a B-Al-Si network never observed before. Various fly ash and borosilicate glass weight contents were studied in terms of mechanical properties (compression test, 3-point bending test). It was found that fly ash 55 wt.% and borosilicate 45 wt.% composition activated in 13 M NaOH solution holds the best compressive and flexural strength (45 and 4 MPa respectively), 25% stronger than similar counterparts found in literature. Cellulose fibres in different weight contents were dispersed into the geopolymeric paste to produce geopolymer composites, with the aim to render the material more suitable for structural applications. 3-point bending test showed an improvement of the flexural strength of about 165% (12 MPa), while the chevron notch method displayed a fracture toughness of 0.7 MPam1/2, in line with the results of geopolymer composites found in literature. In this thesis work, fly ash was also successfully densified in 3 M NaOH solution and distilled water through a new method based on hydraulic pressure, called hydro-pressure sintering. This innovative technology involves a drastic reduction of NaOH utilization in geopolymerization, rendering the material more eco-friendly. XRD spectroscopy conducted on produced samples revealed a higher formation of crystals, most likely induced by the application of hydraulic pressure (450 MPa).

With the widening and increasing use of nuclear energy, it is very important to design and build long-term deep geological repositories (DGRs) to manage radioactive waste. The disposal of nuclear waste in deep rock formations is currently being investigated in several countries (e.g., Canada, China, France, Germany, India, Japan and Switzerland). In Canada, a repository for low and intermediate level radioactive waste is being proposed in Ontario’s sedimentary rock formations. During the post-closure phase of a repository, significant quantities of gas will be generated from several processes, such as corrosion of metal containers or microbial degradation of organic waste. The gas pressure could influence the engineered barrier system and host rock and might disturb the pressure-head gradients and groundwater flows near the repository. An increasing gas pressure could also cause damage to the host rock by inducing the development of micro-/macro-cracks. This will further cause perturbation to the hydrogeological properties of the host rock such as desiccation of the porous media, change in degree of saturation and hydraulic conductivity. In this regard, gas generation and migration may affect the stability or integrity of the integrate barriers and threaten the biosphere through the transmitting gaseous radionuclides as long-term contaminants. Thus, from the safety perspective of DGRs, gas generation and migration should be considered in their design and construction. The understanding and modelling of gas migration within the host rock (natural barrier) and the associated potential impacts on the integrity of the natural barrier are important for the safety assessment of a DGR. Therefore, the key objectives of this Ph.D. study include (i) the development of a simulator for coupled modelling of gas migration in the host rock of a DGR for nuclear waste; and (ii) the numerical investigation of gas migration in the host rock of a DGR for nuclear waste in Ontario by using the developed simulator. Firstly, a new thermo-hydro-mechanical-chemical (THMC) simulator (TOUGHREACT-COMSOL) has been developed to address these objectives. This simulator results from the coupling of the well-established numerical codes, TOUGHREACT and COMSOL. A series of mathematical models, which include an elastoplastic-damage model have been developed and then implemented into the simulator. Then, the predictive ability of the simulator is validated against laboratory and field tests on gas migration in host rocks. The validation results have shown that the developed simulator can predict well the gas migration in host rocks. This agreement between the predicted results and the experimental data indicates that the developed simulator can reasonably predict gas migration in DGR systems. The new simulator is used to predict gas migration and its effects in a potential DGR site in Ontario. Valuable results regarding gas migration in a potential DGR located in Ontario have been obtained. The research conducted in this Ph.D. study will provide a useful tool and information for the understanding and prediction of gas migration and its effect in a DGR, particularly in Ontario.

Hydro power producers are faced with the task of releasing water from the reservoirs in the right time. To do this there are tools using stochastic optimization that aims at maximizing the income of that producer. The existing methods have a high computing time and grow exponentially with the size of the problem. A new approach that uses linear decision rules is investigated in this thesis to see if it is possible to maintain the same quality of the solutions and in the same time decrease run times. With this method the hydro power producer receives policies as an affine function of the realization of the uncertainty variables in inflow and price. This thesis presents a deterministic model and then converts it into an linear decision rules, LDR, model. It also presents a way to model the uncertainty in both inflow to the reservoir and the spot price. The result is that the LDR approach generates reasonable policies with low run times but loses a lot of optimality compared to solutions that are used today. Therefore it is concluded that this approach needs further development before commercial use. The work described in this thesis has been done in cooperation with three master students at NTNU. The approach of using linear decision rules are the same in the two projects but the differences are the models evaluated.

Sri Lanka has a number of small waterfalls and channels. Related to this there is a significant potential to develop small hydropower plants, thus to generate much needed electricity for country’s development efforts. Small hydro power plants cause less environmental effects compared to large scale hydro power generation and power generation using fossil fuel. Therefore, it is a timely requirement to explore the possibilities of utilizing small water streams to generate electricity as much as possible as well as to optimize the energy generation with the available    water in those water streams.   The importance of small hydro power is highlighted in the   Sri Lanka’s energy generation plan, and  the Ceylon Electricity Board (CEB) annual report states that in year 2011 total installed capacity of small hydro plant was around 200MW and it is expected to expand energy generation to around 800GWh. This study focuses on finding out optimum operating parameters to maximize the energy generation of existing small hydro power plant in the country. By selecting a few small hydro power plants, preliminary studies were performed to identify optimum values of water flow rate to maximize the efficiency of the power generation. The study revealed that the selected plants had not operated at the maximum efficiency; hence they did not optimally utilize the available water.

Expansive soils, which are widely referred to as problematic soils are extensively found in many countries of the world, especially in semi-arid and arid regions. Several billions of dollars are spent annually for maintenance or for repairs to the structures constructed with and within expansive soils. The major problems of expansive soils can be attributed to the volume changes associated with the alternate wetting and drying conditions due to the influence of environmental factors. Pile foundations have been widely accepted by practicing engineers as a reasonably good solution to reduce the damages to the structures constructed on expansive soils. Typically, piles foundations are extended through the active layer of expansive soil to reach the bedrock or placed on a soil-bearing stratum of good quality. Such a design and construction approach typically facilitates pile foundations to safely carry the loads from the superstructures and reduce the settlement. However, in many scenarios, damages associated with the pile foundations are due to the expansion of the soil that is predominantly in the active zone that contributes to the pile uplift. Such a behavior can be attributed to the water infiltration into the expansive soil, which is a key factor that is associated with the soil swelling. Due to this phenomenon, expansive soil typically moves upward with respect to the pile. This generates extra positive friction on the pile because of the relative deformation. If the superstructure is light or the applied normal stress on the head of the piles is not significant, it is likely that there will be an uplift of the pile contributing to the damage of the superstructure. In conventional engineering practice, the traditional design methods that include the rigid pile method and the elastic pile method are the most acceptable in pile foundation design. These methods are typically based on a computational technique that uses simplified assumptions with respect to soil and water content profile and the stiffness and shear strength properties. In other words, the traditional design method has limitations, as they do not take account of the complex hydromechanical behavior of the in-situ expansive soils. With the recent developments, it is possible to alleviate these limitations by using numerical modeling techniques such as finite element methods. In this thesis, a three-dimensional finite element method was used to study the hydro-mechanical behavior of a single pile in expansive soils during the infiltration process. In this thesis, a coupled hydro-mechanical model for the unsaturated expansive soil is implemented into Abaqus software for analysis of the behavior of single piles in expansive soils during water infiltration. A rigorous continuum mechanics based approach in terms of two independent stress state variables; namely, net normal stress and suction are used to form two three-dimensional constitutive surfaces for describing the changes in the void ratio and water content of unsaturated expansive soils. The elasticity parameters for soil structure and water content in unsaturated soil were obtained by differentiating the mathematical equations of constitutive surfaces. The seepage and stress-deformation of expansive soil are described by the coupled hydro-mechanical model and the Darcy’s law. To develop the subroutines, the coupled hydro-mechanical model is transferred into the coupled thermal-mechanical model. Five user-material subroutines are used in this program. The user-defined field subroutine (USDFILD) in Abaqus is used to change and transfer parameters. Three subroutines including user-defined material subroutine (UMAT), user-defined thermal material subroutine (UMATHT), and user-defined thermal expansion subroutine (UEXPAN) are developed and used to calculate the stress-deformation, the hydraulic behavior, and the expansion strain, respectively. Except for the coupled hydro-mechanical model of unsaturated expansive soils, a soil-structure interface model is implemented into the user-defined friction behavior subroutine (FRIC) to calculate the friction between soil and pile. The program is verified by using an experimental study on a single pile in Regina clay. The results show that for the single pile in expansive soil under a vertical load, water infiltration can cause a reduction in the pile shaft friction. More pile head load is transferred to the pile at greater depth, which increases the pile head settlement and pile base resistance. In future, the proposed method can also be extended for verification of other case studies from the literature. In addition, complex scenarios can be investigated to understand the behavior of piles in expansive soils.