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  • 1
    Online Resource
    Online Resource
    Thermo-Hydro-Mechanical-Chemical Processes in Fractured Porous Media : Benchmarking Initiatives. (2016)
    Cham :Springer International Publishing AG,
    Details
    Keywords: Physical geography. ; Electronic books.
    Type of Medium: Online Resource
    Pages: 1 online resource (245 pages)
    Edition: 1st ed.
    ISBN: 9783319292243
    Series Statement: Terrestrial Environmental Sciences Series
    URL: https://ebookcentral.proquest.com/lib/geomar/detail.action?docID=4517691
    DDC: 620.116
    Language: English
    Note: Intro -- Preface -- Contents -- Contributors -- Happy Birthday-Dear Wenqing -- Part I Book Topic -- 1 Benchmarking Initiatives -- 1.1 DECOVALEX -- 1.1.1 DECOVALEX Framework -- 1.1.2 Current DECOVALEX Activities -- 1.1.3 DECOVALEX Success Story -- 1.2 Subsurface Environmental Simulation Benchmarking (SeS-Bench) -- 1.3 MoMaS -- 1.3.1 Finished Benchmarks -- 1.3.2 Currently Running Benchmarks -- Part II Single Processes -- 2 Thermal Processes -- 2.1 Transient Heat Conduction in a Transversal Isotropic Porous Medium -- 2.1.1 Theory -- 2.1.2 Problem Definition -- 2.1.3 Analytical Solution -- 2.1.4 Results -- 2.2 Freezing-Thawing -- 2.2.1 Mathematical Model -- 2.2.2 Freezing and Thawing Processes -- 2.2.3 Benchmark Validation and Discussion -- 2.3 Shallow Geothermal Systems---Borehole Heat Exchanger -- 2.3.1 Borehole Heat Exchangers---Comparison to Line Source Models -- 2.3.2 Borehole Heat Exchangers---Sandbox Benchmark -- 3 Flow Processes -- 3.1 Flow in Fracture/Matrix System -- 3.1.1 Theory -- 3.1.2 Problem Definition -- 3.1.3 Analytical Solution -- 3.2 Water Table Experiment -- 3.2.1 Description -- 3.2.2 Model Setup -- 3.2.3 Results -- 4 Deformation Processes -- 4.1 Linear Elasticity---Shear and Torsion -- 4.1.1 Due to Specified Surface Loads an Elastic Square Deforms into a Lozenge -- 4.1.2 Due to Specified Surface Loads an Elastic Plate Undergoes Simple Shear -- 4.1.3 Due to Specified Surface Loads an Elastic Plate Undergoes Shear in Two Planes -- 4.1.4 Due to Specified Surface Loads a Rectangular Elastic Beam Undergoes Torsion -- 4.1.5 Due to Specified Surface Loads an Elastic Plate Takes a Hyperbolic Shape -- 4.1.6 Two Elastic Plates Are Deformed in a Stress Field with Three Non-Constant Components of Shear -- 4.2 Norton Creep -- 4.2.1 Due to Instant Surface Loads a Square of Norton Material Deforms into a Lozenge. , 4.2.2 Due to Increasing Surface Loads a Square of Norton Material Deforms into a Lozenge -- 4.2.3 Due to Instant Surface Loads a Plate of Norton Material Undergoes Simple Shear -- 4.2.4 Due to Increasing Surface Loads a Plate of Norton Material Undergoes Simple Shear -- 4.2.5 Due to Instant Surface Loads a Plate of Norton Material Undergoes Shear in Two Planes -- 4.2.6 Due to Increasing Surface Loads a Plate of Norton Material Undergoes Shear in Two Planes -- 4.3 Thick Walled Pipe -- 4.3.1 Definition -- 4.3.2 Solution -- 4.3.3 Results -- 4.4 Cylinder Triaxial Stress Test -- 4.4.1 Definition -- 4.4.2 Results -- 4.5 Sondershausen Drift -- 4.5.1 Definition -- 4.5.2 Solution -- 4.5.3 Results -- 4.6 Lubby2 and Minkley Models Under Simple Shear Loading -- Part III Coupled Processes -- 5 Variable Density Flow -- 5.1 Tidal Forcing in a Sandy Beach Aquifer -- 5.1.1 Overview and Problem Description -- 5.1.2 Model Setup -- 5.1.3 Results -- 5.2 Investigations on Mesh Convergence -- 5.2.1 Overview -- 5.2.2 Problem Description -- 5.2.3 Results -- 5.2.4 Conclusions and Outlook -- 6 Multiphase Flow -- 6.1 Gas Injection and Migration in Fully Water Saturated Column -- 6.1.1 Physical Scenario -- 6.1.2 Model Parameters and Numerical Settings -- 6.1.3 Results and Analysis -- 6.2 MoMaS Benchmark 2: Gas Injection and Migration in Partially Water Saturated Column -- 6.2.1 Physical Scenario -- 6.2.2 Results and Analysis -- 6.3 Heat Pipe Problem with Phase Appearance and Disappearance -- 6.3.1 Physical Scenario -- 6.3.2 Model Parameters and Numerical Settings -- 6.3.3 Results and Analysis -- 7 Hydro-Mechanical (Consolidation) Processes -- 7.1 Mandel-Cryer Effects -- 7.1.1 Increasing Axial Load on a Liquid-Filled Elastic Column Causes an Increase in Liquid Pressure -- 7.1.2 Instant Axial Load on a Liquid-Filled Elastic Column Causes an Increase in Liquid Pressure. , 7.1.3 Mandel's Setup: Instant Squeezing of a Liquid-Filled Elastic Column Perpendicular to its Central Axis Causes an Increase in Liquid Pressure -- 7.2 Mont Terri Project---HM-behaviour in the EZB Niche -- 7.2.1 Model Setup -- 7.2.2 Results -- 7.3 Hydro-Mechanical Application: SEALEX Experiment -- 7.3.1 Governing Equations -- 7.3.2 Parameter Identification -- 7.3.3 Compression Under Suction Control -- 7.3.4 1/10 Scale Mock-Up Tests -- 7.3.5 Conclusion -- 8 Thermomechanics -- 8.1 Heated Beams and Plates -- 8.1.1 An Elastic Beam Deformes Due to an Instant Temperature Change -- 8.1.2 An Elastic Plate Deformes in 3D Due to an Instant Temperature Change -- 8.1.3 A Modification of the Previous Example with Focus on the Vicinity of the Origin -- 8.2 Thermoelasticity of a Pipe in Cement -- 8.2.1 Basic Equations -- 8.2.2 Boundary Conditions -- 8.2.3 Analytical Solution -- 8.2.4 Numerical Simulation -- 9 Coupled THM-Processes -- 9.1 2D Axially Symmetric and 3D Simulations of THM Processes at the EBS Experiment, Horonobe URL (Japan) -- 9.1.1 Introduction -- 9.1.2 Model Setup -- 9.1.3 Discussion of Results -- 9.2 HM/THM Processes in a Faulted Aquifer -- 9.2.1 Definition -- 9.2.2 Initial and Boundary Conditions -- 9.2.3 Material Properties -- 9.2.4 Results -- 9.2.5 Initial Conditions Effects -- 9.2.6 Temperature Effects THM Simulation -- 9.3 Consolidation Around a Point Heat Source -- 9.3.1 Governing Equations -- 9.3.2 Analytical Solution -- 9.3.3 Numerical Solution -- 9.3.4 Results -- 10 Reactive Transport -- 10.1 Sequential Chlorinated Hydrocarbons Degradation -- 10.1.1 Definition -- 10.1.2 Results -- 10.2 PSI---Reactive Transport Benchmark -- 10.2.1 Definition of the Problem Set-Up -- 10.2.2 Description of the Coupled Code -- 10.2.3 Results -- 10.2.4 Summary -- 11 Mechanical-Chemical (MC) Processes. , 11.1 Permeability Evolution of a Quartz Fracture Due to Free-Face Dissolution and Pressure Solution -- 11.1.1 Theory -- 11.1.2 Example -- 11.2 Free-Face Dissolution from Granite Fracture Surfaces -- 11.2.1 Theory -- 11.2.2 Problem Definition -- 11.2.3 OGS-IPQC Solution -- 11.2.4 Phreeqc Solution -- 11.2.5 Results -- 12 THC Processes in Energy Systems -- 12.1 Water Adsorption to Zeolites -- 12.1.1 Experimental Data -- 12.1.2 Theory -- 12.1.3 Benchmark: In Equilibrium -- 12.1.4 Benchmark: Starting at 99% of Equilibrium Loading -- 12.1.5 Benchmark: Trajectories in Pressure-Temperature Space -- Appendix A GINA_OGS -- A.1 Pre-processing -- A.2 Mesh Generation -- A.3 Post-processing -- A.4 Data Interface -- Appendix B ogs6 Overview -- Symbols -- References -- Index.
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  • 2
    Online Resource
    Online Resource
    Introduction to Bio-Ontologies. (2011)
    London :CRC Press LLC,
    Details
    Keywords: Bioinformatics. ; Ontologies (Information retrieval). ; Electronic books.
    Description / Table of Contents: Introduction to Bio-Ontologies explores the computational background of ontologies. Emphasizing computational and algorithmic issues surrounding bio-ontologies, this self-contained text helps readers understand ontological algorithms and their applications. The first part of the book defines ontology and bio-ontologies. It also explains the importance of mathematical logic for understanding concepts of inference in bio-ontologies, discusses the probability and statistics topics necessary for understanding ontology algorithms, and describes ontology languages, including OBO (the preeminent language for bio-ontologies), RDF, RDFS, and OWL. The second part covers significant bio-ontologies and their applications. The book presents the Gene Ontology; upper-level ontologies, such as the Basic Formal Ontology and the Relation Ontology; and current bio-ontologies, including several anatomy ontologies, Chemical Entities of Biological Interest, Sequence Ontology, Mammalian Phenotype Ontology, and Human Phenotype Ontology. The third part of the text introduces the major graph-based algorithms for bio-ontologies. The authors discuss how these algorithms are used in overrepresentation analysis, model-based procedures, semantic similarity analysis, and Bayesian networks for molecular biology and biomedical applications. With a focus on computational reasoning topics, the final part describes the ontology languages of the Semantic Web and their applications for inference. It covers the formal semantics of RDF and RDFS, OWL inference rules, a key inference algorithm, the SPARQL query language, and the state of the art for querying OWL ontologies. Web Resource Software and data designed to complement material in the text are available on the book's website: http://bio-ontologies-book.org The site provides the R Robo package developed for the book, along with a
    Type of Medium: Online Resource
    Pages: 1 online resource (514 pages)
    Edition: 1st ed.
    ISBN: 9781439836668
    Series Statement: Chapman and Hall/CRC Mathematical and Computational Biology Series
    URL: https://ebookcentral.proquest.com/lib/geomar/detail.action?docID=1633237
    DDC: 610.285
    Language: English
    Note: Front Cover -- Dedication -- Preface -- Contents -- List of Figures -- List of Tables -- Symbol Description -- I. Basic Concepts -- 1. Ontologies and Applications of Ontologies in Biomedicine -- 2. Mathematical Logic and Inference -- 3. Probability Theory and Statistics for Bio-Ontologies -- 4. Ontology Languages -- II. Bio-Ontologies -- 5. The Gene Ontology -- 6. Upper-Level Ontologies -- 7. A Selective Survey of Bio-Ontologies -- III. Graph Algorithms for Bio-Ontologies -- 8. Overrepresentation Analysis -- 9. Model-Based Approaches to GO Analysis -- 10. Semantic Similarity -- 11. Frequency-Aware Bayesian Network Searches in Attribute Ontologies -- IV. Inference in Ontologies -- 12. Inference in the Gene Ontology -- 13. RDFS Semantics and Inference -- 14. Inference in OWL Ontologies -- 15. Algorithmic Foundations of Computational Inference -- 16. SPARQL -- Appendices -- A. An Overview of R -- B. Information Content and Entropy -- C. W3C Standards: XML, URIs, and RDF -- D. W3C Standards: OWL -- Glossary -- C -- D -- F -- H -- J -- M -- N -- O -- P -- Q -- R -- T -- W -- Bibliography.
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  • 3
    Online Resource
    Online Resource
    Thermo-Hydro-Mechanical-Chemical Processes in Fractured Porous Media : Closed-Form Solutions. (2012)
    Cham :Springer International Publishing AG,
    Details
    Keywords: Porous materials. ; Electronic books.
    Type of Medium: Online Resource
    Pages: 1 online resource (314 pages)
    Edition: 1st ed.
    ISBN: 9783319118949
    Series Statement: Terrestrial Environmental Sciences Series
    URL: https://ebookcentral.proquest.com/lib/geomar/detail.action?docID=1967782
    DDC: 620.116
    Language: English
    Note: Intro -- Contents -- Contributing Authors -- 1 Introduction -- 1.1 Motivation -- 1.2 Application Areas -- 1.3 Scope of This Book -- References -- Part I Closed Form Solutions -- 2 Verification Tests -- 2.1 Heat Conduction -- 2.1.1 A 1D Steady-State Temperature Distribution, Boundary Conditions of 1st Kind -- 2.1.2 A 1D Steady-State Temperature Distribution, Boundary Conditions of 1st and 2nd Kind -- 2.1.3 A 2D Steady-State Temperature Distribution, Boundary Conditions of 1st Kind -- 2.1.4 A 2D Steady-State Temperature Distribution, Boundary Conditions of 1st and 2nd Kind -- 2.1.5 A 3D Steady-State Temperature Distribution -- 2.1.6 A Transient 1D Temperature Distribution, Time-Dependent Boundary Conditions of 1st Kind -- 2.1.7 Transient 1D Temperature Distributions, Time-Dependent Boundary Conditions of 2nd Kind -- 2.1.8 Transient 1D Temperature Distributions, Non-Zero Initial Temperature, Boundary Conditions of 1st and 2nd Kind -- 2.1.9 A Transient 2D Temperature Distribution, Non-Zero Initial Temperature, Boundary Conditions of 1st and 2nd Kind -- 2.2 Liquid Flow -- 2.2.1 A 1D Steady-State Pressure Distribution, Boundary Conditions of 1st Kind -- 2.2.2 A 1D Steady-State Pressure Distribution, Boundary Conditions of 1st and 2nd Kind -- 2.2.3 A 2D Steady-State Pressure Distribution, Boundary Conditions of 1st Kind -- 2.2.4 A 2D Steady-State Pressure Distribution, Boundary Conditions of 1st and 2nd Kind -- 2.2.5 A 3D Steady-State Pressure Distribution -- 2.2.6 A Hydrostatic Pressure Distribution -- 2.2.7 A Transient 1D Pressure Distribution, Time-Dependent Boundary Conditions of 1st Kind -- 2.2.8 Transient 1D Pressure Distributions, Time-Dependent Boundary Conditions of 2nd Kind -- 2.2.9 Transient 1D Pressure Distributions, Non-Zero Initial Pressure, Boundary Conditions of 1st and 2nd Kind. , 2.2.10 A Transient 2D Pressure Distribution, Non-Zero Initial Pressure, Boundary Conditions of 1st and 2nd Kind -- 2.3 Gas Flow -- 2.3.1 A 1D Steady-State Gas Pressure Distribution, Boundary Conditions of 1st Kind -- 2.3.2 A 1D Steady-State Gas Pressure Distribution, Boundary Conditions of 1st and 2nd Kind -- 2.3.3 A 2D Steady-State Gas Pressure Distribution -- 2.3.4 A 3D Steady-State Gas Pressure Distribution -- 2.4 Deformation Processes -- 2.4.1 An Elastic Beam Undergoes Axial Load -- 2.4.2 An Elastic Plate Undergoes Simple Shear -- 2.4.3 An Elastic Cuboid Undergoes Load Due to Gravity -- 2.4.4 Stresses Relax in a Deformed Cube of Norton Material -- 2.4.5 A Cube of Norton Material Creeps Under Constant Stress -- 2.4.6 A Cube of Norton Material Undergoes Tensile Strain Increasing Linearly with Time -- 2.4.7 A Cube of Norton Material Undergoes Compressive Stress Increasing Linearly with Time -- 2.5 Mass Transport -- 2.5.1 Solute Transport Along Permeable Beams, Hydraulic and Solute Boundary Conditions of 1st and 2nd Kind -- 2.5.2 Solute Transport Along Permeable Beams with an Inert, a Decaying, and an Adsorbing Solute, Time-Dependent Boundary Conditions of 1st Kind -- 2.5.3 A Transient 2D Solute Distribution -- 2.6 Hydrothermal Processes -- 2.6.1 A Transient 1D Temperature Distribution in a Moving Liquid -- 2.6.2 A Transient 2D Temperature Distribution in a Moving Liquid -- 2.7 Hydromechanical Coupling -- 2.7.1 A Permeable Elastic Beam Deforms Under Steady-State Internal Liquid Pressure -- 2.7.2 A Permeable Elastic Square Deforms Under Constant Internal Liquid Pressure -- 2.7.3 A Permeable Elastic Cube Deforms Under Constant Internal Liquid Pressure -- 2.7.4 A Permeable Elastic Cuboid Undergoes Static Load Due to Gravity and Hydrostatic Liquid Pressure. , 2.7.5 A Permeable Elastic Beam Deforms Under Transient Internal Liquid Pressure. Specified Boundary Conditions are Time-Dependent and of 1st Kind -- 2.7.6 A Permeable Elastic Beam Deforms Under Transient Internal Liquid Pressure. Specified Boundary Conditions are Time-Dependent and of 1st and 2nd Kind -- 2.7.7 Biot's 1D Consolidation Problem: Squeezing of a Pressurized Column Causes the Liquid to Discharge from the Domain -- 2.8 Thermomechanics -- 2.8.1 An Elastic Beam Deforms Due to an Instant Temperature Change -- 2.8.2 An Elastic Square Deforms Due to an Instant Temperature Change -- 2.8.3 An Elastic Cube Deforms Due to an Instant Temperature Change -- 2.8.4 An Elastic Cuboid Undergoes Load Due to Gravity and Instant Temperature Change -- 2.8.5 An Elastic Beam Deforms Due to a Transient Temperature Change. Temperature Boundary Conditions are Time-Dependent and of 1st Kind -- 2.8.6 Elastic Beams Deform Due to a Transient Temperature Change. Temperature Boundary Conditions are Time-Dependent and of 2nd Kind -- 2.8.7 Stresses Relax in a Cube of Norton Material Undergoing an Instant Temperature Change -- 2.9 Thermo-Hydro-Mechanical Coupling -- 2.9.1 A Permeable Elastic Cuboid Deforms Due to Gravity, Internal Liquid Pressure, and Instant Temperature Change -- 2.9.2 A Permeable Elastic Beam Deforms Due to Cooling Liquid Injection -- References -- Part II Single Processes -- 3 Groundwater Flow---Theis' Revisited -- 3.1 Problem Definition -- 3.2 Theis' 1.5D and 2.5D -- 3.3 Theis' 2D -- 3.4 Theis' 3D -- 3.5 Results -- Reference -- 4 Richards Flow -- 4.1 Comparison with Differential Transform Method (DTM) -- 4.2 Undrained Heating -- 4.2.1 Definition (1D) -- 4.2.2 Heating a Saturated Sample -- 4.2.3 Heating an Unsaturated Sample -- 4.2.4 Results -- References -- 5 Multi-Componential Fluid Flow -- 5.1 Basic Equations -- 5.1.1 Mass Balance Equation. , 5.1.2 Fractional Mass Transport Equation -- 5.1.3 Heat Transport Equation -- 5.1.4 Equation of State -- 5.2 Examples -- 5.2.1 Tracer Test -- 5.2.2 Bottom Hole Pressure -- 5.2.3 Plume Migration -- 5.2.4 CO2 Leakage Through Abondoned Well -- 5.2.5 Thermo-Chemical Energy Storage -- References -- 6 Random Walk Particle Tracking -- 6.1 Particle Tracking in Porous Medium -- 6.1.1 Particle Tracking in Porous Medium: 1D Case Study -- 6.1.2 Particle Tracking in Porous Medium: 2D Case Study -- 6.1.3 Particle Tracking in Porous Medium: 3D Case Study -- 6.2 Particle Tracking in Pore Scale -- 6.2.1 Particle Tracking in Pore Scale: 2D Case Study -- 6.2.2 Particle Tracking in Pore Scale: 3D Case Study -- 6.3 Particle Tracking with Different Flow Processes -- 6.3.1 Forchheimer Term -- 6.3.2 Forchheimer Flow in 1D Porous Medium -- 6.3.3 Groundwater Flow Regimes -- 6.4 Particle Tracking in Fractured Porous Media -- 6.4.1 Uncertainty in Flow, Preferential Flow -- References -- 7 Mechanical Processes -- 7.1 Theory and Implementation -- 7.2 Deformation of a Steel Tubing -- 7.2.1 Analytical Solution---Linear Elasticity -- 7.2.2 Numerical Solution -- 7.3 Deformation of a Thick-Walled, Hollow Sphere -- 7.3.1 Analytical Solution---Linear Elasticity -- 7.3.2 Numerical Solution---Linear Elasticity -- 7.3.3 Analytical Solution---Elastoplasticity -- 7.3.4 Numerical Solution---Elastoplastic Deformation of a Sphere -- 7.4 Deformation of an Artificial Salt Cavern -- 7.4.1 Linear Elastic Material -- 7.4.2 Elastoplastic Material -- References -- Part III Coupled Processes -- 8 Density-Dependent Flow -- 8.1 Haline Setups -- 8.1.1 Development and Degregation of a Freshwater Lens -- 8.2 Thermohaline Setups -- 8.2.1 Stability in Rayleigh Convection -- References -- 9 Multiphase Flow and Transport with OGS-ECLIPSE -- 9.1 Introduction -- 9.2 Test Cases. , 9.2.1 Two-Phase Flow with Two-Phase Transport -- 9.2.2 Gas Phase Partitioning -- References -- 10 Coupled THM Processes -- 10.1 HM/THM Processes in a Faulted Aquifer -- 10.1.1 Definition -- 10.1.2 Initial and Boundary Conditions -- 10.1.3 Material Properties -- 10.1.4 Results -- 10.1.5 Initial Conditions Effects -- 10.1.6 Temperature Effects THM Simulation -- 10.2 Injection Induced Hydromechanical (HM) Processes -- 10.2.1 Definition -- 10.2.2 Solution -- 10.2.3 Model Description -- 10.2.4 Results -- 10.3 AnSichT THM Test Case -- 10.3.1 Definition -- 10.3.2 Results -- 10.4 Consolidation Under Two-Phase Flow Condition: Five Spot Example -- References -- 11 Thermo-Mechanics: Stress-Induced Heating of Elastic Solids -- 11.1 Theory -- 11.2 Problem Definition -- 11.3 Analytical Solution -- 11.4 Numerical Solution -- 11.5 Results -- References -- 12 Reactive Transport -- 12.1 Kinetic Dissolution of Non-aqueous Phase Liquids -- 12.1.1 Hansen and Kueper Benchmark -- 12.2 Kinetic Mineral Dissolution/Precipitation -- 12.2.1 Simulation of a Kinetic Calcite/Dolomite Dissolution Front -- 12.3 Local Thermal Nonequilibrium and Gas--Solid Reactions -- 12.3.1 Introduction -- 12.3.2 Interphase Heat Transfer -- 12.3.3 Interphase Mass Transfer and Heat of Reaction -- 12.3.4 Interphase Friction -- 12.3.5 Steady State Heat Conduction with Heat Generation and Convection Boundary Conditions -- References -- Appendix AIntroduction to OpenGeoSys (OGS):OGS-Overview -- Appendix BOGS-Software Engineering -- Appendix CData Preprocessing and Model Setupwith OGS -- Appendix DGINA-OGS -- Appendix EScientific Visualization and Virtual Reality -- Appendix FOGS High-Performance-Computing.
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  • 4
    Online Resource
    Online Resource
    Thermo-Hydro-Mechanical-Chemical Processes in Fractured Porous Media : From Benchmarking to Tutoring. (2018)
    Cham :Springer International Publishing AG,
    Details
    Keywords: Earth sciences. ; Hydrogeology. ; Electronic books.
    Type of Medium: Online Resource
    Pages: 1 online resource (310 pages)
    Edition: 1st ed.
    ISBN: 9783319682259
    Series Statement: Terrestrial Environmental Sciences Series
    URL: https://ebookcentral.proquest.com/lib/geomar/detail.action?docID=5357933
    DDC: 550
    Language: English
    Note: Intro -- Preface -- Contents -- Contributors -- Dr. Uwe-Jens Görke -- Symbols -- Part I Introduction -- 1 Introduction -- 1.1 Recent Developments in THMC Research -- 1.2 Events -- 1.3 Literature Review -- 1.3.1 General and Review Works -- 1.3.2 Nuclear Waste Management -- 1.3.3 Geological CO2 Storage -- 1.3.4 Geothermal Energy Systems -- 1.3.5 Reservoir Exploitation and Drilling -- 1.3.6 Continuous Workflows -- 1.4 Bibliography -- 1.5 DECOVALEX-2019 -- Part II Single Processes -- 2 H Processes -- 2.1 Toth's Box -- 2.2 Flow Under a Dam -- 2.3 A Gallery of Disposal Wells -- 2.4 A Catchment -- 2.5 A Gallery of Recharge Wells -- 2.6 H Processes in Stochastic Discrete Fracture Networks -- 2.6.1 Problem Definition -- 2.6.2 Input Files -- 2.6.3 Results -- 3 M Processes -- 3.1 A Thick Plate Undergoes Compression -- 3.2 A Thick Plate Undergoes Tension -- 3.3 A Thick Plate Undergoes Compression and Tension -- 3.4 A Thick Plate Undergoes Tension and Shear -- 3.5 A Thick Plate Undergoes Tension and Twist -- 3.6 A Double Fourier Series Representation -- 3.7 A Thick Plate, Bottom Loads -- 3.8 A Cuboid, Top Loads, Bottom Loads -- 3.9 A Cuboid, Bottom Loads -- 3.10 A Cuboid, Top Loads -- 3.11 A Cube Undergoes Uniform Compression, Anisotropy Parallel to X-Axis -- 3.12 A Cuboid Undergoes Load Due to Gravity, Anisotropy Parallel to X-Axis -- 3.13 A Thick Plate Undergoes Lateral Compression, Anisotropy Parallel to Y-Axis -- 3.14 A Thick Plate Deforms Under Its Own Weight, Anisotropy Parallel to Y-Axis -- 3.15 A Thick Plate Undergoes Shear, Anisotropy Parallel to Z-Axis -- 3.16 A Cuboid Deformes Under Its Own Weight, Anisotropy Parallel to Z-Axis -- 3.17 A Viscoelastic (LUBBY2) Material in Simple-Shear Creep -- 3.18 Triaxial Compression of an Elasto-Plastic Material with Hardening Based on Ehlers' Yield Surface -- 3.18.1 Introduction -- 3.18.2 Benchmark. , 3.18.3 Drucker-Prager as a Special Case -- 3.19 Material Forces -- 3.19.1 Benchmark on Material Forces: A Non-uniform Bar in Tension -- 4 T Processes -- 4.1 Effective Thermal Conductivity -- 4.1.1 Introduction and Theory -- 4.1.2 Model Setup -- Part III Coupled Processes -- 5 HH Processes -- 5.1 Coupling OpenGeoSys and HYSTEM-EXTRAN for the Simulation of Pipe Leakage -- 5.1.1 Analytical Solution of Stationary Constant Water Level-Driven Infiltration into a Horizontally Layered Soil Column -- 5.1.2 Physical Experiment of Transient, Constant Water Level-Driven Infiltration into a Homogeneous Soil Column -- 5.1.3 Physical Experiment of Transient, Variable Water Level-Driven Infiltration into a Homogeneous Soil Column -- 5.2 Coupling WEAP and OpenGeoSys for a Decision Support System for Integrated Water Resources Management -- 5.2.1 Background -- 5.2.2 General Concept -- 5.2.3 Software Concept -- 5.2.4 Benchmark Problem -- 5.3 Coupling mHM with OGS for Catchment Scale Hydrological Modeling -- 5.3.1 mHM -- 5.3.2 Structure of the Coupled Model mHM#OGS -- 5.3.3 Model Setup in a Catchment -- 5.3.4 Model Verification -- 6 H2 Processes -- 6.1 Infiltration in Homogeneous Soil -- 6.1.1 Definition -- 6.1.2 Model Configuration -- 6.1.3 Results -- 6.2 Liakopoulos Experiment -- 6.2.1 Definition -- 6.2.2 Model Configuration -- 6.2.3 Results -- 6.3 McWhorter Problem -- 6.3.1 Definition -- 6.3.2 Model Configuration -- 6.3.3 Results -- 7 HT (Convection) Processes -- 7.1 3D Benchmark of Free Thermal Convection in a Faulted System -- 7.1.1 Introduction -- 7.1.2 Problem Formulation HT -- 7.1.3 Numerical Benchmark -- 7.1.4 Results -- 7.1.5 OGS-6 and OGS-5 Computing Time -- 7.1.6 Summary -- 7.2 2D Benchmark of Large-Scale Free Thermal Convection -- 7.2.1 Problem Formulation -- 7.2.2 Numerical Benchmark -- 7.2.3 Results -- 7.2.4 Summary. , 7.3 Two-Dimensional Transient Thermal Advection -- 7.3.1 Transient 2D Heat Transport with Moving Liquid -- 8 HM Processes -- 8.1 Fluid Injection in a Fault Zone Using Interface Elements with Local Enrichment -- 8.1.1 Model Approach -- 8.1.2 Model Set-Up -- 8.1.3 Results -- 9 TM Processes -- 9.1 A Linear Temperature Distribution -- 9.2 A Steady-State Antisymmetric Temperature Distribution -- 9.3 A Transient Antisymmetric Temperature Distribution -- 9.4 A Bilinear Temperature Distribution -- 9.5 A Temperature Distribution Represented by a Quadratic Form -- 9.6 A Temperature Distribution Represented by a Fourier Series -- 9.7 A Phase-Field Model for Brittle Fracturing of Thermo-Elastic Solids -- 9.7.1 The Model -- 9.7.2 Single-edge-notched Isothermal Tensile Test -- 9.7.3 Thermo-Mechanical Tests -- 10 THM Processes -- 10.1 Liquid Flow and Heat Transport in a Permeable Elastic Beam I -- 10.2 Liquid Flow and Heat Transport in a Permeable Elastic Beam II -- 10.3 Liquid Flow and Heat Transport in a Permeable Elastic Beam III -- 10.4 Mass Conservation, Thermal Pressurization and Stress Distribution in Coupled Thermo-Hydro-Mechanical Processes -- 10.4.1 Governing Equations -- 10.4.2 OGS-5 -- 10.4.3 OGS-6 -- 10.5 Thermo-Hydro-Mechanical Freezing Benchmark (CIF Test) -- 10.5.1 Governing Equations -- 10.5.2 Benchmark Description -- 11 RTM Processes -- 11.1 Reactive Mass Transport in a Compacted Granite Fracture with Pressure Solution Acting upon Grain Contacts -- 11.1.1 Theory -- 11.1.2 Example -- 12 THC-Processes -- 12.1 A Benchmark Case for the Simulation of Thermochemical Heat Storage -- 12.1.1 Introduction -- 12.1.2 Implementational Details -- 12.1.3 Benchmark Description -- 12.1.4 Results -- Appendix A OpenGeoSys-6 -- A.1 OGS-6: Development and Challenges -- A.1.1 Introduction -- A.1.2 Overview of Processes -- A.1.3 Implementation of Workflows. , A.1.4 Transition from OGS-5 -- A.1.5 Heterogeneous Computing -- A.2 Software Engineering and Continuous Integration -- A.3 High-Performance-Computing -- A.3.1 Why is High-Performance-Computing Necessary? -- A.3.2 Parallelization Approaches -- A.3.3 Results -- A.3.3.1 Description of the Benchmark Example -- A.3.3.2 Run Times and Speedup for IO, Assembly and Linear Solver -- A.4 Data Integration and Visualisation -- Appendix B GINA_OGS: A Tutorial of a Geotechnical Application -- Appendix C OGS: Input Files -- References.
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  • 5
    Book
    Book
    Die dauerhafte geologische Speicherung von CO 2 in Deutschland : Aktuelle Forschungsergebnisse und Perspektiven (2009)
    Potsdam : Koordinierungsbüro Geotechnologien
    Details Availability
    Keywords: Konferenzschrift ; Forschungsbericht ; Carbon dioxide capture and storage ; Deutschland ; Carbon dioxide capture and storage ; Gasspeicherung ; Deutschland ; Carbon dioxide capture and storage ; Kohlendioxid ; Unterirdische Lagerung ; Gasspeicherung ; Kohlendioxidemission ; Klimaänderung
    Type of Medium: Book
    Pages: 141 S. , Ill., graph. Darst., Kt.
    Series Statement: Geotechnologien Science Report 14
    URL: https://swbplus.bsz-bw.de/bsz337039755inh.htm
    DDC: 624
    RVK:
    TF 5000
    Language: German
    Note: Literaturverz. S. 124 - 135
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  • 6
    Online Resource
    Online Resource
    Energy Geotechnics (2016)
    London, UK : CRC Press/Balkema
    Details Availability
    Keywords: Geotechnical engineering ; Engineering geology
    Description / Table of Contents: Energy Geotechnics includes 97 technical papers presented at the 1st International Conference on Energy Geotechnics (ICEGT 2016, Kiel, Germany, 29-31 August 2016). The contributions provides significant advances and critical challenges facing the areas of fundamentals, constitutive and numerical modelling, testing techniques and energy geotechnics applications. Energy Geotechnicscontains seven regular sessions and six minisymposia, with contributions on discrete and continuum based modelling as well as investigations based on experimental studies at various scales. The papers on discrete and continuum based modelling examine the behaviour of gas hydrate sediments, cyclic and Themo-Hydro-Mechanical (T-H-M) modelling of energy piles, non-linear behaviour of energy geo-storage and geo-structures, deformation of geomaterials, modelling of borehole heat exchangers and energy walls, analysis of hydraulic fracturing and discontinuities in reservoirs, engineering problems involving gas hydrates sediments, and modelling of environmental impact of energy geotechnical processes. The technical papers on experimental investigations present small and large scale findings on particle effects, particle-particle and fluid-particle interactions, saturation and thermal effects, water retention, creep behaviour, T-H-M monitoring of energy geotechnical structures, new techniques in laboratory analysis, geomechanical behaviour and cyclic loading of geomaterials. Energy Geotechnicswill be of interest to academic and non-academic parties working in the areas of energy production, transport and storage as well as in the fields of energy geotechnics and geomechanics, geotechnical engineering, soil and rock mechanics and geological engineering
    Type of Medium: Online Resource
    Pages: 1 Online-Ressource (1 online resource)
    Edition: Online-Ausg.
    URL: https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&db=nlabk&AN=1431118
    DDC: 621.042
    Language: English
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  • 7
    Online Resource
    Online Resource
    Thermo-Hydro-Mechanical-Chemical Processes in Fractured Porous Media: Modelling and Benchmarking : Closed-Form Solutions (2015)
    Cham : Springer
    Details Availability
    Keywords: Geography ; GeologyxMathematics ; Earth Sciences ; Computer simulation ; Geology—Statistical methods. ; Geotechnical engineering. ; Geophysics Mathematical models ; Porous materials ; Porous materials Mathematical models ; Poröser Stoff ; Klüftung ; Hydrologie ; Geotechnik ; Computersimulation ; Grundwasserstrom ; Stoffübertragung ; Wärmeübertragung ; Speichergestein ; Modellierung ; Ingenieurgeologie ; Poröser Stoff ; Strömungsmechanik ; Numerisches Verfahren ; Vergleichbarkeit ; Modell ; Poröser Stoff ; Klüftung ; Hydrologie ; Geotechnik ; Computersimulation ; Grundwasserstrom ; Stoffübertragung ; Wärmeübertragung ; Speichergestein ; Modellierung ; Ingenieurgeologie ; Poröser Stoff ; Strömungsmechanik ; Numerisches Verfahren ; Vergleichbarkeit ; Modell
    Description / Table of Contents: The present book provides guidance to understanding complicated coupled processes based on the experimental data available and implementation of developed algorithms in numerical codes. Results of selected test cases in the fields of closed-form solutions (e.g., deformation processes), single processes (such as groundwater flow) as well as coupled processes are presented. It is part of the OpenGeoSys initiative - an open source project to share knowledge and experience in environmental analysis and scientific computation with the community
    Type of Medium: Online Resource
    Pages: Online-Ressource (XIV, 313 p. 156 illus., 142 illus. in color, online resource)
    ISBN: 9783319118949
    Series Statement: Terrestrial Environmental Sciences
    URL: https://doi.org/10.1007/978-3-319-11894-9
    URL: https://swbplus.bsz-bw.de/bsz420329641cov.jpg
    DOI: 10.1007/978-3-319-11894-9
    Language: English
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  • 8
    Online Resource
    Online Resource
    Thermo-Hydro-Mechanical-Chemical Processes in Fractured Porous Media: Modelling and Benchmarking : From Benchmarking to Tutoring (2018)
    Cham : Springer International Publishing
    Details Availability
    Keywords: Earth sciences ; Earth Sciences ; Hydrogeology ; Geotechnical engineering ; Engineering geology ; Engineering Geology ; Foundations ; Hydraulics ; Environmental sciences ; Physics. ; Earth sciences ; Hydrogeology ; Geotechnical engineering ; Engineering geology ; Engineering Geology ; Foundations ; Hydraulics ; Environmental sciences ; Poröser Stoff ; Klüftung ; Kluft ; Hydrologie ; Geotechnik ; Computersimulation ; Grundwasserstrom ; Stoffübertragung ; Kluftgrundwasserleiter ; Wärmeübertragung ; Speichergestein ; Modellierung ; Ingenieurgeologie ; Poröser Stoff ; Strömungsmechanik ; Numerisches Verfahren ; Vergleichbarkeit ; Modell ; Poröser Stoff ; Klüftung ; Kluft ; Hydrologie ; Geotechnik ; Computersimulation ; Grundwasserstrom ; Stoffübertragung ; Kluftgrundwasserleiter ; Wärmeübertragung ; Speichergestein ; Modellierung ; Ingenieurgeologie ; Poröser Stoff ; Strömungsmechanik ; Numerisches Verfahren ; Vergleichbarkeit ; Modell
    Description / Table of Contents: 1 Introduction.- 2 H Processes -- 3 M Processes.- 4 T Processes.- 5 HH Processes -- 6 H2 Processes.- 7 HT (Convection) Processes.- 8 HM Processes.- 9 TM Processes.- 10 THM Processes -- 11 RTM Processes.- 12 THC-Processes.
    Type of Medium: Online Resource
    Pages: Online-Ressource (XXIII, 301 p. 149 illus., 139 illus. in color, online resource)
    ISBN: 9783319682259
    Series Statement: Terrestrial Environmental Sciences
    URL: https://doi.org/10.1007/978-3-319-68225-9
    URL: http://dx.doi.org/10.1007/978-3-319-68225-9
    URL: https://swbplus.bsz-bw.de/bsz499869729cov.jpg
    DOI: 10.1007/978-3-319-68225-9
    RVK:
    UF 2000
    Language: English
    Note: Includes bibliographical references
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  • 9
    Online Resource
    Online Resource
    OpenGeoSys Tutorial : Computational Hydrology II: Groundwater Quality Modeling. (2017)
    Cham :Springer International Publishing AG,
    Details
    Keywords: Chemistry. ; Electronic books.
    Type of Medium: Online Resource
    Pages: 1 online resource (82 pages)
    Edition: 1st ed.
    ISBN: 9783319528090
    Series Statement: SpringerBriefs in Earth System Sciences Series
    URL: https://ebookcentral.proquest.com/lib/geomar/detail.action?docID=4819659
    DDC: 628.1140113
    Language: English
    Note: Intro -- Foreword -- Acknowledgements -- Contents -- 1 Introduction -- 1.1 Catchment Description -- 1.1.1 Topography and Climate -- 1.1.2 Socio-Economy and Land Cover -- 1.1.3 Hydrology -- 1.1.4 Hydrogeology -- 1.1.5 Water Quality -- 1.2 Potential Pressures and Impacts on Acheng Water Supply -- 1.2.1 Chemical Pollutions by Industrial Point Sources -- 1.2.2 Nitrate Pollution from Diffusive Sources -- 1.2.3 Future Water Demand -- 2 Modelling Strategy -- 2.1 Work Flow -- 2.2 Overview of Available Data-Sets -- 2.3 Software Requirements -- 3 Stationary Groundwater Model -- 3.1 Meshing -- 3.1.1 2D Meshing -- 3.1.2 Volume Meshing -- 3.1.3 Adding Soil Layer -- 3.1.4 Mesh Quality -- 3.2 File Transformation into OGS Input Files -- 3.3 Boundary Conditions -- 3.3.1 Source Terms -- 3.3.2 Boundary Conditions -- 3.3.3 Initial Conditions -- 3.4 Material Properties -- 3.5 Additional OGS Input Files -- 3.5.1 Process Specification -- 3.5.2 Numerics -- 3.5.3 Time Stepping -- 3.5.4 Output -- 3.6 Model Execution -- 3.7 Results -- 4 Reactive Nitrate Transport Model -- 4.1 Nitrate Allocation and Degradation in the Subsurface -- 4.2 Media Characterization -- 4.2.1 Material Component Parameters -- 4.2.2 Material Properties -- 4.2.3 Material Solid Properties -- 4.2.4 Material Fluid Properties -- 4.3 Kinetic Reaction Definition -- 4.4 Boundary Conditions -- 4.4.1 Initial Conditions -- 4.4.2 Source Terms -- 4.4.3 Boundary Conditions -- 4.5 Adaptation of Additional Input Files -- 4.5.1 Process Specification -- 4.5.2 Time Stepping -- 4.5.3 Numerics -- 4.5.4 Output -- 4.6 Model Execution -- 4.7 Model Results -- 5 Reactive Point Pollutants Model Within a Transient Flow Field -- 5.1 Process Definition -- 5.2 Material Component Properties -- 5.3 Initial and Boundary Conditions -- 5.3.1 Initial Conditions -- 5.3.2 Source Terms -- 5.3.3 Boundary Conditions -- 5.4 Model Execution. , 5.5 Model Results -- Appendix A Symbols -- Appendix B Keywords -- References.
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  • 10
    Online Resource
    Online Resource
    Hydrid-Gasphasenepitaxie von freistehenden semi-isolierenden GaN-Wafern : Projekt "TeleGaN" : Abschlussbericht : 01.01.2012-31.12.2015 = Hydride vapour phase epitaxy of free-standing semi-insulating GaN wafers (2016)
    Ulm : Universität Ulm, Institut für Optoelektronik
    Details Availability
    Keywords: Forschungsbericht ; Galliumnitrid ; Hydridgasphasenepitaxie
    Type of Medium: Online Resource
    Pages: 1 Online-Ressource (37 Seiten, 1,16 MB) , Illustrationen, Diagramme
    URL: https://edocs.tib.eu/files/e01fb17/880046880.pdf
    URL: https://doi.org/10.2314/GBV:880046880
    DOI: 10.2314/GBV:880046880
    Language: German
    Note: Förderkennzeichen BMBF 16BM1205. - Verbund-Nummer 01110786 , Paralleltitel dem englischen Berichtsblatt entnommen , Unterschiede zwischen dem gedruckten Dokument und der elektronischen Ressource können nicht ausgeschlossen werden , Mit deutscher und englischer Zusammenfassung
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