Impervious surfaces are the greatest contributors to degradation of water quality and large volumes of stormwater runoff. Green infrastructure is the holistic solution to this problem which not only reduces flooding but also actively moves towards achievement of larger environmental goals. Green infrastructure has the co-benefits of reducing the heat island effect, traffic calming, beautifying the neighbourhood, improving the canopy within the city, the creation of parks and even supports economic development. The City of Falls Church is deeply concerned with the pressing matter of flood control due to the threats to human life and property in recent flooding events. The polluted waters of Falls Church also contribute to a highly impaired watershed- the Chesapeake Bay. This thesis recognizes the environmental crisis caused by polluted runoff and places equal emphasis upon reducing runoff as well as improving water quality. In order to mitigate the effects of inundation, it is most critical to intervene at the source of locations which create the most runoff and pollution. The thesis provides a systematic methodology of identifying such areas and intervening in them. The watershed which contains the downtown area of Falls Church has the greatest amount of impervious surfaces and the highest rate of stormwater runoff. The two intersecting streets of S. Maple Avenue and Annandale Road are identified as the location of intervention after tabulating a confluence of stormwater and public realm factors. S. Maple Avenue is a part of the Falls Church bike network and is also designated to become a civic great street. Meanwhile, Annandale Road has the potential to play an active role in collection and management of stormwater. Annandale Road runs along the watershed boundary as well as crosses several tributaries which are low points in the watershed. Furthermore, there is a dynamic urban character to the street as it transitions from a residential zone to the commercial zone. Both streets present excellent possibilities for road diets, pedestrianization and traffic calming which bolsters the implementation of stormwater management in the public realm. / Master of Science / Impervious surfaces are the greatest contributors to degradation of water quality and large volumes of stormwater runoff. Green infrastructure is the holistic solution to this problem which not only reduces flooding but also actively moves towards achievement of larger environmental goals. There is a growing recognition that gray stormwater infrastructure has no benefits other than the conveyance of water away from the site. Green infrastructure has the co-benefits of reducing the heat island effect, traffic calming, beautifying the neighbourhood, improving the canopy within the city, the creation of parks and even supports economic development. There are many cities today which have had positive results by implementing a green approach towards the management of runoff. The City of Falls Church is deeply concerned with the pressing matter of flood control due to the threats to human life and property in recent flooding events. This thesis recognizes the environmental crisis caused by polluted runoff and places equal emphasis upon reducing runoff as well as improving water quality. In order to mitigate the effects of inundation, it is most critical to intervene at the source of locations which create the most runoff and pollution.The two intersecting streets of S. Maple Avenue and Annandale Road are identified as the location of intervention after tabulating a confluence of stormwater and public realm factors. Both streets present excellent possibilities for road diets, pedestrianization and traffic calming which bolsters the implementation of stormwater management in the public realm.

Aquifer resources in the mid-southern USA are declining because of irrigation water use in row crops. This study assesses the effectiveness of conservation tillage and cover cropping systems in reducing irrigation water use while improving or maintaining cotton yield and profitability. The effects of different tillage and cover crop cropping systems on soil moisture, irrigation water use, cotton yield, and profitability were investigated near Stoneville, MS on a Dubbs silt loam (fine-silty, mixed, active, thermic Typic Hapludalfs) and a Bosket very fine sandy loam (fine-loamy, mixed, active, thermic Mollic Hapludalfs). Reducing tillage reduced irrigation water use by 3.3 cm ha-1, and adding cover crops to conservation tillage practices further reduced irrigation water use to nearly zero (0.5 cm ha-1). Before irrigation, the conventionally-tilled soils had at least 59% greater soil tension (less soil moisture; P>F = 5.41×10-8) than all other conservation practices. Soil moisture was higher where cover crops were sown (20 kPa) than where treatments were winter fallowed (34 kPa). Prescribed irrigation to replenish treatments that reached the irrigation threshold (80 kPa) did not change the trend in soil moisture among treatments. The use of any conservation practice improved season-long soul moisture by at least 19 kPa (P>F = 3.8×10-12). Cover crops infiltrated 13% (P>F = 0.003) more rainwater than winter fallow, and subsoiling improved precipitation infiltration by 16% over non-subsoiled systems (P>F = 0.009). Lint yields were similar across all treatments in 2021 and 2022, but they were 222 kg ha-1 less (P>F = 0.029) in treatments with a cover crop than the control in 2023. The lowest costs acre-1 were realized when the no-seedbed-tillage with winter fallow treatment was used. Utilizing a cover crop reduced irrigation expenses by $7.40 acre-1 compared to the conventionally-tilled control. However, gross returns were reduced by $113 acre-1 where cover crops were sown and reduced overall net returns by $201 acre-1. The strip-tillage and no-seedbed tillage systems with winter fallow reduced overall risk of production when compared to the conventional control and treatments with a cover crop. Conservation systems successfully reduced irrigation water use, but systems with a cover crop may not be economically viable because of low yields and high costs.

A infiltração é o processo pelo qual a água atravessa a superfície do solo, com grande importância para a hidrologia, irrigação e agricultura. À medida que a água infiltra, as camadas superiores do solo vão se umedecendo, alterando gradativamente o perfil de umidade. Sob condições de campo, a água que infiltra pode fluir tanto na vertical, como na horizontal, dependendo do tipo de solo e declividade do terreno. A taxa de infiltração da água no solo é afetada, principalmente, pelas características do solo que afetam a geometria de seu sistema poroso, como textura e estrutura, e pode ser determinada tanto no campo como em laboratório, por diferentes métodos. Com a intenção de otimizar a previsão da infiltração da água no solo, diversos modelos foram desenvolvidos, podendo ser classificados em três grupos: empíricos, semi-empíricos e com base física. O objetivo deste trabalho foi avaliar a infiltração de água em solos com diferentes texturas e comparar a qualidade do ajuste de diferentes modelos usualmente empregados. As curvas da taxa de infiltração e da infiltração acumulada foram determinadas em laboratório utilizando amostras de solo homogeneamente acondicionadas em colunas e comparadas pelos seguintes modelos: Kostiakov, Horton, Green & Ampt, e Philip. Dentre os solos estudados, o solo 3 (textura franco arenosa) foi o que apresentou a maior taxa de infiltração e a maior VIB, provavelmente devido a menor proporção de argila e maior presença de macroporos, facilitando a infiltração da água no solo. Dos modelos analisados, o de Kostiakov, seguido pelo de Philip, foram os que apresentaram em média os melhores valores estimados da taxa de infiltração quando comparados com os valores medidos em laboratório. O gráfico do avanço da frente de molhamento com a raiz quadrada do tempo de infiltração (horizontal) ajustou-se perfeitamente ao modelo de Philip. No que respeita a infiltração vertical tal gráfico foi semelhante ao da horizontal (linha reta), mas com maior inclinação. / Infiltration is the process in which the water passes through the soil surface, being of great importance for hydrology, irrigation and agriculture. As the water infiltrates, the soil water content profile will changing and the infiltrated water can flow vertically or horizontally, depending on the soil type and land slope. The soil water infiltration rate is mainly affected by soil properties that affect its porous geometry, such as texture and structure, and can be determined in the field and in the laboratory, using different methods. In order to optimize the prediction of the soil water infiltration, many different models have been developed and may be classified into three groups: empirical, semi-empirical and physically based. The objective of this study was to evaluate the water infiltration in soils with different textures and compare the quality of fit of the different used models. The infiltration rate curves and the cumulative infiltration curves were determined in the laboratory using soil samples homogeneously packed in column and compared by the following models: Kostiakov, Horton, Green & Ampt and Philip. Among the studied soils, the soil 3 (sandy loam texture) presented the highest infiltration rate and the highest basic infiltration rate, probably due to lower clay content and larger quantity of macropores, facilitating the water infiltration into the soil. Among the tested models, Kostiakov, followed by Philip, presented, on average, the best estimated values of the infiltration rate compared to the values measured in the laboratory. The front of the advancing wetting graph of the square root of the infiltration time (horizontal) well set to Philip model. With respect to this vertical graph infiltration was similar to the horizontal (straight line) but more inclined.

A infiltração é o processo pelo qual a água atravessa a superfície do solo, com grande importância para a hidrologia, irrigação e agricultura. À medida que a água infiltra, as camadas superiores do solo vão se umedecendo, alterando gradativamente o perfil de umidade. Sob condições de campo, a água que infiltra pode fluir tanto na vertical, como na horizontal, dependendo do tipo de solo e declividade do terreno. A taxa de infiltração da água no solo é afetada, principalmente, pelas características do solo que afetam a geometria de seu sistema poroso, como textura e estrutura, e pode ser determinada tanto no campo como em laboratório, por diferentes métodos. Com a intenção de otimizar a previsão da infiltração da água no solo, diversos modelos foram desenvolvidos, podendo ser classificados em três grupos: empíricos, semi-empíricos e com base física. O objetivo deste trabalho foi avaliar a infiltração de água em solos com diferentes texturas e comparar a qualidade do ajuste de diferentes modelos usualmente empregados. As curvas da taxa de infiltração e da infiltração acumulada foram determinadas em laboratório utilizando amostras de solo homogeneamente acondicionadas em colunas e comparadas pelos seguintes modelos: Kostiakov, Horton, Green & Ampt, e Philip. Dentre os solos estudados, o solo 3 (textura franco arenosa) foi o que apresentou a maior taxa de infiltração e a maior VIB, provavelmente devido a menor proporção de argila e maior presença de macroporos, facilitando a infiltração da água no solo. Dos modelos analisados, o de Kostiakov, seguido pelo de Philip, foram os que apresentaram em média os melhores valores estimados da taxa de infiltração quando comparados com os valores medidos em laboratório. O gráfico do avanço da frente de molhamento com a raiz quadrada do tempo de infiltração (horizontal) ajustou-se perfeitamente ao modelo de Philip. No que respeita a infiltração vertical tal gráfico foi semelhante ao da horizontal (linha reta), mas com maior inclinação. / Infiltration is the process in which the water passes through the soil surface, being of great importance for hydrology, irrigation and agriculture. As the water infiltrates, the soil water content profile will changing and the infiltrated water can flow vertically or horizontally, depending on the soil type and land slope. The soil water infiltration rate is mainly affected by soil properties that affect its porous geometry, such as texture and structure, and can be determined in the field and in the laboratory, using different methods. In order to optimize the prediction of the soil water infiltration, many different models have been developed and may be classified into three groups: empirical, semi-empirical and physically based. The objective of this study was to evaluate the water infiltration in soils with different textures and compare the quality of fit of the different used models. The infiltration rate curves and the cumulative infiltration curves were determined in the laboratory using soil samples homogeneously packed in column and compared by the following models: Kostiakov, Horton, Green & Ampt and Philip. Among the studied soils, the soil 3 (sandy loam texture) presented the highest infiltration rate and the highest basic infiltration rate, probably due to lower clay content and larger quantity of macropores, facilitating the water infiltration into the soil. Among the tested models, Kostiakov, followed by Philip, presented, on average, the best estimated values of the infiltration rate compared to the values measured in the laboratory. The front of the advancing wetting graph of the square root of the infiltration time (horizontal) well set to Philip model. With respect to this vertical graph infiltration was similar to the horizontal (straight line) but more inclined.

Meltwater reaching the base of the snowpack may either infiltrate the underlying stratum, run off, or refreeze, forming a basal ice layer. Frozen ground underneath a melting snowpack constrains infiltration promoting runoff and refreezing. Compositional changes in chemistry take place for each of these flowpaths as a result of phase change, contact between meltwater and soil, and mixing between meltwater and soil water. Meltwater ion concentrations and infiltration rate into frozen soils both decline rapidly as snowmelt progresses. Their temporal association is highly non-linear and the covariance must be compensated for in order to use time-averaged values to calculate chemical infiltration over a melt event. This temporal covariance is termed �enhanced infiltration� and represents the additional ion load that infiltrates due to the timing of high meltwater ion concentration and infiltration rate. Both theoretical and experimental assessments of the impact of enhanced infiltration showed that it causes a greater ion load to infiltrate leading to relative dilute runoff water. Sensitivity analysis showed that the magnitude of enhanced infiltration is governed by initial snow water equivalent, average melt rate, and meltwater ion concentration factor. Based on alterations in water chemistry due to various effects, including enhanced infiltration, three major flowpaths could be distinguished: overland flow, organic interflow, and mineral interflow. Laboratory experiments were carried out in a temperature-controlled environment to identify compositional changes in water from these flowpaths. Samples of meltwater, runoff, and interflow were filtered and analyzed for major anions and cations. Chemical signatures for each flowpath were determined by normalizing runoff and interflow concentrations using meltwater concentrations. Results showed that changes in ion concentrations were most significant for H⁺, NO₃^�, NH₄⁺, Mg²⁺, and Ca²⁺. Repeated flushes of meltwater through each interflowpath caused a washout of ions. In the field, samples of soil water and ponding water were collected daily from a Rocky Mountain hillslope during snowmelt. Their normalized chemical compositions were compared to the laboratory-identified signatures to evaluate the flowpath. The majority of the flowpaths sampled had chemical signatures, which indicated mineral interflow, only 10% showed unmixed organic interflow.

Meltwater reaching the base of the snowpack may either infiltrate the underlying stratum, run off, or refreeze, forming a basal ice layer. Frozen ground underneath a melting snowpack constrains infiltration promoting runoff and refreezing. Compositional changes in chemistry take place for each of these flowpaths as a result of phase change, contact between meltwater and soil, and mixing between meltwater and soil water. Meltwater ion concentrations and infiltration rate into frozen soils both decline rapidly as snowmelt progresses. Their temporal association is highly non-linear and the covariance must be compensated for in order to use time-averaged values to calculate chemical infiltration over a melt event. This temporal covariance is termed �enhanced infiltration� and represents the additional ion load that infiltrates due to the timing of high meltwater ion concentration and infiltration rate. Both theoretical and experimental assessments of the impact of enhanced infiltration showed that it causes a greater ion load to infiltrate leading to relative dilute runoff water. Sensitivity analysis showed that the magnitude of enhanced infiltration is governed by initial snow water equivalent, average melt rate, and meltwater ion concentration factor. Based on alterations in water chemistry due to various effects, including enhanced infiltration, three major flowpaths could be distinguished: overland flow, organic interflow, and mineral interflow. Laboratory experiments were carried out in a temperature-controlled environment to identify compositional changes in water from these flowpaths. Samples of meltwater, runoff, and interflow were filtered and analyzed for major anions and cations. Chemical signatures for each flowpath were determined by normalizing runoff and interflow concentrations using meltwater concentrations. Results showed that changes in ion concentrations were most significant for H⁺, NO₃^�, NH₄⁺, Mg²⁺, and Ca²⁺. Repeated flushes of meltwater through each interflowpath caused a washout of ions. In the field, samples of soil water and ponding water were collected daily from a Rocky Mountain hillslope during snowmelt. Their normalized chemical compositions were compared to the laboratory-identified signatures to evaluate the flowpath. The majority of the flowpaths sampled had chemical signatures, which indicated mineral interflow, only 10% showed unmixed organic interflow.

Meltwater reaching the base of the snowpack may either infiltrate the underlying stratum, run off, or refreeze, forming a basal ice layer. Frozen ground underneath a melting snowpack constrains infiltration promoting runoff and refreezing. Compositional changes in chemistry take place for each of these flowpaths as a result of phase change, contact between meltwater and soil, and mixing between meltwater and soil water. Meltwater ion concentrations and infiltration rate into frozen soils both decline rapidly as snowmelt progresses. Their temporal association is highly non-linear and the covariance must be compensated for in order to use time-averaged values to calculate chemical infiltration over a melt event. This temporal covariance is termed �enhanced infiltration� and represents the additional ion load that infiltrates due to the timing of high meltwater ion concentration and infiltration rate. Both theoretical and experimental assessments of the impact of enhanced infiltration showed that it causes a greater ion load to infiltrate leading to relative dilute runoff water. Sensitivity analysis showed that the magnitude of enhanced infiltration is governed by initial snow water equivalent, average melt rate, and meltwater ion concentration factor. Based on alterations in water chemistry due to various effects, including enhanced infiltration, three major flowpaths could be distinguished: overland flow, organic interflow, and mineral interflow. Laboratory experiments were carried out in a temperature-controlled environment to identify compositional changes in water from these flowpaths. Samples of meltwater, runoff, and interflow were filtered and analyzed for major anions and cations. Chemical signatures for each flowpath were determined by normalizing runoff and interflow concentrations using meltwater concentrations. Results showed that changes in ion concentrations were most significant for H+, NO3�, NH4+, Mg2+, and Ca2+. Repeated flushes of meltwater through each interflowpath caused a washout of ions. In the field, samples of soil water and ponding water were collected daily from a Rocky Mountain hillslope during snowmelt. Their normalized chemical compositions were compared to the laboratory-identified signatures to evaluate the flowpath. The majority of the flowpaths sampled had chemical signatures, which indicated mineral interflow, only 10% showed unmixed organic interflow.

Die vorliegende Arbeit umfasst im ersten Teil eine Literaturrecherche zu Aquifer Storage and Recovery (ASR) im Allgemeinen und den Einfluss physikalisch-chemischer Prozesse auf ASR. Aus dieser konnte abgeleitet werden, dass durch standortbedingte Untergrundeigenschaften stark unterschiedliche physikalische und chemische Prozesse ablaufen und eine eindeutige Vorhersage zum Verhalten und zur Effizienz von ASR an einem neuen oder bereits genutzten Standort ohne spezifische Informationen nicht möglich ist. Des Weiteren wurde eine Literaturstudie zum Einfluss der transversalen Dispersivität, als Maß für die Vermischung von transportierten Stoffen quer zu einer (natürlichen) Fließrichtung, auf den (reaktiven) Transport durchgeführt. Letztlich wurde im Rahmen einer betreuten Masterarbeit (M. Sc. Chang Liu) eine Bewertung aus der Literatur entnommener transversaler Dispersivitäten durchgeführt. In den weiteren Teilen der Arbeit wurden Fallstudien mit unterschiedlichen Fragestellungen für die Planung und den Betrieb von künstlichen Grundwasseranreicherungen und speziell ASR numerisch modelliert und bewertet. Zuerst wurden numerische Simulationen zum konservativen Transport am Testfeld „Lauswiesen“, Tübingen, Baden-Württemberg durchgeführt. Diese beinhalteten über Direct-Push(DP)-Erkundungsmethoden gewonnene Informationen zur Untergrundstruktur. Die Ergebnisse zeigen, dass zur Vorhersage des standortspezifischen Transports in den „Lauswiesen“ und für vergleichbare hydraulische Situationen, auch in Hinsicht auf ASR, deterministische hydrogeologische Einheiten und ihre situationsgerechte Berücksichtigung in numerischen Modellen höchst relevant sind. Aufbauend auf den genannten Ergebnissen wurde eine Masterarbeit durch Herrn M. Sc. Tsegaye Abera Sereche durchgeführt. Diese Masterarbeit zeigte für diesen Fall erneut die hohe Relevanz deterministischer Strukturen gegenüber kleinskaligen, dreidimensionalen Heterogenitäten für ASR. Weiterführende numerische Simulationen zu einem möglichen ASR-Feldtest am Standort „Lauswiesen“ ergaben, dass dieser unter den gegebenen Untergrundbedingungen nur bei Abweichungen von einem vertretbaren Konzept für einen Ein-Brunnen-Test, z. B. bei sehr großen Infiltrationsmengen, oder durch Umwandlung in einen Zwei-Brunnen-Test durchführbar ist. Während dieser Arbeit wurden gemeinsame Forschungsarbeiten mit dem Kansas Geological Survey, Kansas, USA durchgeführt, welche die Bewertung der Verwendbarkeit von DP-Brunnen als alternative Infiltrationsmethode zu Oberflächenmethoden beinhalteten. Als Teil der gemeinsamen Arbeiten wurde im Rahmen der vorliegenden Arbeit eine synthetisierte, numerische Bewertung der neuen DP-Infiltrationsbrunnen sowie einen Vergleich mit einer herkömmlichen Oberflächeninfiltrationsmethode übernommen. Im Einklang mit der Zielstellung der Arbeit wurde ebenfalls eine numerische Bewertung natürlicher und anthropogener Heterogenitäten auf die Infiltration durchgeführt. Aus den Ergebnissen konnten für die neue Infiltrationsmethode signifikante Vorteile abgeleitet werden. Weitere numerische Modellierungen wurden durchgeführt, um die wesentlichen Ergebnisse auf einen Feldstandort in der Südlichen Steiermark, Österreich, anzuwenden, welcher: a) bereits ein horizontales Versickerungssystem besitzt, b) weitere Systeme erhalten soll und c) letztlich eine besondere Herausforderung für vertikale Versickerungssysteme darstellt. Die Modellierung des vorhandenen Systems zeigt die hohe Komplexität der Infiltrationsprozesse. Jedoch konnten hydraulische Parameter bestätigt und in weitere planerische Simulationen zu Verwendung von DP-basierten Infiltrationsbrunnen eingefügt werden. Diese zeigen, dass ein Brunnenfeld am Standort auf relativ geringem Raum installiert werden kann. Zusätzlich zeigt ein Feldversuch an einem weiteren Standort (Pirna, Sachsen), dass hohe Infiltrationsraten unter Nutzung von DP-Brunnen möglich sind. / The works presented in the thesis include in the first part a literature research on Aquifer Storage and Recovery (ASR) in general and the impacts of different physico-chemical processes on ASR. This research concludes that site-specific subsurface conditions lead to varying physical and chemical processes and that a conclusive prediction of function and efficiency of ASR at any site, in-operation or new site design, is not possible without site-specific information. Additionally, a literature study was conducted that focused on the impacts of transverse dispersivity, as a measure for mixing of transported species perpendicular to the (natural) flow direction, on (reactive) transport. Finally, evaluation of transverse dispersivity data available in the literature was performed, which included a supervision of a master thesis (of M. Sc. Chang Liu). Numerical simulations of case studies for different questions of planning and operation of artificial recharge systems and more specifically ASR were realized for the other parts of the thesis. The first evaluated case was the “Lauswiesen” test site, Tübingen, Baden-Wuerttemberg. This study used new insights into the subsurface structure gained by Direct-Push(DP) exploration methods. The results obtained show that for further works at the site and for comparable hydraulic conditions, also in the view of ASR, deterministic hydrogeological subunits and their consideration in numerical models are critical for prediction of site-specific transport. Based on the previous findings, a master thesis was conducted by M. Sc. Tsegaye Abera Sereche. The master thesis yet again revealed for this case the high relevance of deterministic subunits compared to small-scale, three-dimensional heterogeneities for ASR. Further, numerical simulations of a possible ASR field test at “Lauswiesen” site showed that under the prevailing subsurface conditions, a field test can only be realized when the set-up of a single-well-test is impracticably changed, by e.g. very high infiltration volumes, or by transformation into a two-well-test. During the thesis joint research works were performed with the Kansas Geological Survey, Kansas, USA, which contained the evaluation of the applicability of DP wells as an alternative to surface infiltration methods. As part of the joint work, this thesis presents a synthesized numerical evaluation of the new DP well infiltration as well as a comparison to a common surface infiltration system. Furthermore, in accordance with the main objective of the work, numerical evaluation of natural and anthropogenic heterogeneities was performed. The results concluded the advantages for the DP wells for infiltration process. Further numerical models were implemented to convey the important results to a field site at Southern Styria, Austria, where: a) an existing infiltration system is already in operation, b) further infiltration systems are planned and c) the subsurface conditions are rather challenging for vertical infiltration systems. Modeling of the existent system revealed the high complexity of the infiltration processes. However, hydraulic parameters could be verified and included into planning simulations for DP-based infiltration wells. The findings show, that a well field can be installed at a comparably small land. Additionally, a field test at a further test site (Pirna, Sachsen) indicates that high infiltrations rates are possible when DP wells are used.

L’amélioration des performances des piles à combustible à oxyde solide(SOFC) passe en partie par l’augmentation de l’activité électrocatalytique de l’électrode àoxygène. Cet objectif peut être atteint soit en recherchant des matériaux plus performants,soit en travaillant sur la mise en forme et la microstructure d’électrodes de matériaux connus.Cette thèse développe cette dernière approche en considérant surtout la technique originalede mise en forme par infiltration appliquée aux matériaux La2NiO4+δ et Pr2NiO4+δ, connuspour leurs propriétés de conduction mixte électronique et ionique. L’optimisation desparamètres a été effectuée sur des électrodes à base de La2NiO4+δ, et a conduit à lapréparation d’électrodes performantes. L’analyse approfondie des résultats de mesuresélectrochimiques a permis de démontrer l’importance primordiale des interfacesgaz/électrode (surface spécifique) et électrode/électrolyte sur l’efficacité de l’électrode.L’étude d’électrodes à base de Pr2NiO4+δ et des phases secondaires issues de sadécomposition ont mis en lumière les propriétés électrocatalytiques remarquables de l’oxydesimple Pr6O11, conduisant à des résistances de polarisation très faibles (Rp = 0,028 Ω·cm2 à600 °C). L’intégration de ce type d’électrode dans une cellule SOFC complète a permis demesurer une densité de puissance élevée de 825 mW·cm-2 à seulement 600 °C etremarquablement stable après 800 h de fonctionnement à 600 °C et 0,5 A·cm-2. / Increasing the electrocatalytic activity of the oxygen electrode is a possible wayto improve SOFCs performance. It can be achieved either by searching for new materials, orby working on the shaping technique and microstructure of electrodes prepared with wellknownmaterials.This thesis developed the latest approach by applying the infiltration technique to thenickelates materials La2NiO4+δ and Pr2NiO4+δ, known for their mixed electronic and ionicconduction properties. The benefits of the infiltration method over more usual techniquessuch as screen printing was first demonstrated on La2NiO4+δ electrodes. The thoroughanalysis of electrochemical measurements highlighted the extensive role of both thegas/electrode (specific area) and the electrode/electrolyte interfaces on the efficiency of theelectrode.The study of Pr2NiO4+δ-based electrodes, and especially of the secondary phases arisingfrom its decomposition, allowed discovering the remarkable electrocatalytic properties of thesimple oxide Pr6O11, leading to very low polarization resistance values (Rp = 0.028 Ω·cm2 at600 °C). The integration of such electrodes in SOFC single cells led to power densities up to825 mW·cm-2 at only 600 °C, with a remarkable stability measured during 800 h at 600 °Cand 0.5 A·cm-2.

Dans le cadre de la fabrication de pièces structurales pour l’industrie aéronautique, de nouveaux matériaux composites à matrice céramique sont envisagés par le motoriste Safran. Lors de l’utilisation dans des environnements sévères de combustion, et sous chargement mécanique, la matrice pourra s’endommager par fissuration et la capacité du matériau à s’auto-protéger sera réduite. Les travaux présentés dans cette thèse ont pour but d'identifier les mécanismes prépondérants de ruine de ce type de matériaux composites en fonction de différentes sollicitations thermiques, mécaniques et environnementales. Une démarche multi-échelle a été adoptée, de manière à considérer les phénomènes à une échelle microscopique (chaque constituant) et macroscopique (synergie entre les constituants au sein du matériau). Le comportement en oxydation/corrosion du matériau composite et de chacun de ses constituants a été caractérisé puis modélisé pour être extrapolé à des environnements de combustion. Différents domaines de protection du matériau ont ainsi été mis en évidence. Dans cette même optique, le comportement thermomécanique des constituants matriciels et du composite a fait l’objet d’essais de fluage pour déterminer les paramètres d’une première modélisation, et analyser les dégradations associées. En couplant les différents résultats obtenus, il est ainsi possible d’évaluer la criticité des différents phénomènes de ruine. Des scenarii de ruine sont donc présentés. / To design and manufacture CMC structural components for aeronautics, Safran develops a new CMC grade, provided to resist severe combustion environments. Understanding this new composite material damaging and failure mechanisms is essential: environmental conditions, mechanical loading, and matrix damages, can lead to a decrease in its self-protective properties. The aim of this work is to identify prevailing high temperature degradation mechanisms of those MI SiC/SiC CMCs, depending of different thermal, mechanical and environmental stresses. To fulfill that outcome, a multi-scale approach was considered, by examining phenomena from single constituents to complex composite architecture (effects of constituents’ synergy). High temperature oxidation/corrosion behaviors of the composite material and each of its constituents were characterized, and modeled to meet representative combustion environment. Different operating areas of efficient self-protection of the composite material were therefore highlighted. In the same perspective, themomechanical behaviors of both matrix constituents and composite were experimentally explored, enabling the determination of behavior laws. Related degradations in the composite material were also analyzed. Crossing all results, it was thereby possible to evaluate kinetics and criticality of failure mechanisms: different damaging scenarios are thus proposed, depending on environmental conditions.