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_e _e _aKrešić, Neven. _d _b4 _u _c0 _q16 |
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_a _aHydrogeological conceptual site models : _d _bdata analysis and visualization / _n _cNeven Kresic, Alex Mikszewski. _h6 _p |
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_3 _3 _aBoca Raton, FL : _d _bCRC Press/Taylor & Francis Group, _c©201346 |
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_e _e1 CD-ROM (4 3/4 in.) _c26 cm. + _axv, 584 pages : _billustrations (some color), maps |
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_b _atext _2rdacontent |
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_3 _30 _b _aunmediated _2rdamedia |
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_a _aIncludes bibliographical references and index. _x |
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_a _aMachine generated contents note: 1.Introduction 1.1.Historical Example 1.2.Example Uses of This Book References 2.Conceptual Site Models 2.1.Definition 2.2.Physical Profile 2.2.1.Geomorphology (Topography) 2.2.2.Hydrology 2.2.3.Climate (Hydrometeorology) 2.2.4.Land Use and Land Cover 2.2.5.Water Budget 2.3.Hydrogeology 2.3.1.Aquifers in Unconsolidated Sediments 2.3.1.1.Alluvial Aquifers 2.3.1.2.Basin-Fill Aquifers 2.3.1.3.Blanket Sand-and-Gravel Aquifers 2.3.1.4.Aquifers in Semiconsolidated Sediments 2.3.1.5.Glacial-Deposit Aquifers 2.3.2.Sandstone Aquifers 2.3.3.Fractured-Bedrock Aquifers 2.3.4.Karst Aquifers 2.3.5.Basaltic and Other Volcanic Rock Aquifers 2.3.6.Aquitards 3.Data Management, GIS, and GIS Modules 3.1.Introduction 3.2.Data Management for GIS 3.2.1.Data Management Failures 3.2.1.1.Working with the Wrong Units Contents note continued: 3.2.1.2.Working with Unknown or Mixed Coordinate Systems 3.2.1.3.Erroneous Query Results 3.2.1.4.Data Entry Inefficiency 3.2.2.Data Management Systems 3.2.2.1.Define the Project Objective 3.2.2.2.Determine the Quantity and Type of Field and Laboratory Data to Be Collected 3.2.2.3.Perform Required Data Collection and Analysis 3.2.2.4.Present Study Conclusions 3.3.Introducing the Geodatabase 3.3.1.Tables 3.3.2.Feature Classes 3.3.3.Rasters 3.4.Basics of Geodatabase Design 3.4.1.Table Format and Querying 3.4.1.1.Select Query 3.4.1.2.Cross-Tab Query 3.4.1.3.Forms 3.4.2.Data Linkage with GIS 3.4.3.Errors in Geodatabase Design 3.4.3.1.Fields with Wrong Data Type 3.4.3.2.Spaces in Data Field Names 3.4.3.3.Misspellings and Format Discrepancies 3.4.3.4.Cross-Tab Query Difficulties 3.4.3.5.Inconsistent or Unknown Coordinate Systems 3.5.Working with Coordinate Systems Contents note continued: 3.6.Data Visualization and Processing with ArcGIS 3.6.1.Why Visualize Data? 3.6.2.Analog versus Digital Data 3.6.3.Data Visualization in ArcMap 3.6.3.1.Data View 3.6.3.2.Layout View 3.6.4.Geoprocessing in ArcMap 3.6.4.1.Querying Tools 3.6.4.2.Labeling Tools 3.6.4.3.Editing Tools 3.6.4.4.Georeferencing Tools 3.6.4.5.Analysis Tools 3.6.4.6.Measurement Tools 3.6.4.7.Data Management Tools 3.7.GIS Modules for Hydrogeological Data Analysis 3.7.1.Statistical Analyses 3.7.1.1.Visual Sample Plan 3.7.1.2.FIELDS Rapid Assessment Tool Software 3.7.1.3.Spatial Analysis and Decision Assistance 3.7.1.4.ArcToolbox 3.7.1.5.ProUCL 3.7.1.6.Monitoring and Remediation Optimization System 3.7.1.7.Other Tools 3.7.2.Geostatistics and Contouring 3.7.3.Boring Logs and Cross Sections 3.7.4.Proprietary Environmental Database Systems 3.7.5.General Notes on Computer Modules 4.Contouring Contents note continued: 4.1.Introduction 4.2.Contouring Methods 4.2.1.Manual Contouring 4.2.2.Contouring with Computer Programs 4.2.3.Spatial Interpolation Models 4.2.3.1.Deterministic Models 4.2.3.2.Geostatistical Models 4.2.3.3.Trend and Anisotropy 4.2.3.4.Error and Uncertainty Analysis 4.3.Kriging 4.3.1.Variography 4.3.1.1.Semivariogram Curve-Fitting 4.3.1.2.Search Neighborhood 4.3.1.3.Modeling Techniques 4.3.2.Kriging Prediction Standard Error 4.3.2.1.Nugget Effect and Prediction Standard Error 4.3.3.Types of Kriging 4.3.3.1.Ordinary, Simple, and Universal Kriging 4.3.3.2.Cokriging 4.3.3.3.Indicator Kriging 4.3.3.4.Point and Block Kriging 4.4.Contouring Potentiometric Surfaces 4.4.1.Importance of Conceptual Site Model 4.4.2.Heterogeneity and Anisotropy 4.4.3.Influence of Hydraulic Boundaries 4.5.Contouring Contaminant Concentrations 4.5.1.Importance of Conceptual Site Model Contents note continued: 4.5.2.Example Application 4.5.2.1.Default Parameters 4.5.2.2.Data Exploration 4.5.2.3.Lognormal Kriging with Anisotropy 4.5.2.4.Lognormal Kriging with Trend Removal 4.5.2.5.Model Comparison 4.5.2.6.Advanced Detrending and Cokriging 4.5.2.7.Advanced Uncertainty Analysis 4.5.3.Summary 4.6.Grid and Contour Conversion Tools 4.6.1.Converting Contour Maps to Grid Files 4.6.2.Converting Grid File Types 4.6.3.Extracting Grid Values to Points 4.6.4.Appropriate Use of Spatial Analyst 5.Groundwater Modeling 5.1.Introduction 5.2.Misuse of Groundwater Models 5.3.Types of Groundwater Models 5.3.1.Analytical Models 5.3.1.1.BIOCHLOR Case Study 5.3.2.Numerical Models 5.4.Numerical Modeling Concepts 5.4.1.Initial Conditions, Boundary Conditions, and Water Fluxes 5.4.2.Dispersion and Diffusion 5.5.Model Calibration, Sensitivity Analysis, and Error Contents note continued: 5.6.Modeling Documentation and Standards 5.7.MODFLOW-USG 5.7.1.Description of Method 5.7.2.Input and Output 5.7.3.Benchmarking and Testing 5.8.Variably Saturated Models 5.9.GIS and Numerical Modeling Software 6.Three-Dimensional Visualizations 6.1.Introduction 6.2.3D Conceptual Site Model Visualizations 6.2.1.3D Views of Geologic Model 6.2.2.4D Views of Groundwater Chemistry 6.2.3.Views of 3D Plumes and Soil Plumes 6.2.4.Specialty 3D Visualizations Citations 7.Site Investigation 7.1.Data and Products in Public Domain 7.1.1.USGS Data and Publications 7.1.2.State GIS Data 7.2.Database Coordination 7.3.Georeferencing 7.3.1.Georeferencing AutoCAD Data 7.3.2.Georeferencing Raster Data 7.4.Developing a Site Basemap 7.5.Developing and Implementing Sampling Plans 7.5.1.Developing Sampling Plans 7.5.1.1.Systematic Planning to Balance Cost and Risk Contents note continued: 7.5.1.2.Example Application of Visual Sample Plan 7.5.2.Implementing Sampling Plans 7.5.2.1.Data Collection 7.5.2.2.Real-Time Data Management, Analysis, and Visualization 7.6.Example Visualizations for Site Investigation Data 7.6.1.Plan-View Maps 7.6.2.Boring Logs and Cross Sections 7.6.3.Graphs and Charts 7.7.Toxic Gingerbread Men and Other Confounders 8.Groundwater Remediation 8.1.Introduction 8.2.Pump and Treat 8.2.1.Introduction 8.2.2.Design Concepts 8.2.3.System Optimization 8.3.In Situ Remediation 8.3.1.Introduction 8.3.2.In Situ Thermal Treatment 8.3.2.1.Design Concepts 8.3.2.2.Case Study 8.3.3.In Situ Chemical Oxidation 8.3.3.1.Design Concepts 8.3.3.2.Case Study 8.3.4.Bioremediation and Monitored Natural Attenuation 8.3.4.1.In Situ Bioremediation 8.3.4.2.Monitored Natural Attenuation 8.4.Alternative Remedial Endpoints and Metrics 8.4.1.Motivation Contents note continued: 8.4.2.Technical Impracticability 8.4.3.Risk-Based Cleanup Goals 8.4.4.Mass Flux 8.5.The Way Forward: Sustainable Remediation 9.Groundwater Supply 9.1.Integrated Water Resources Management 9.2.Groundwater Supply 9.2.1.Groundwater Quantity 9.2.2.Groundwater Quality 9.2.2.1.Protection of Groundwater 9.2.3.Groundwater Extraction 9.3.Groundwater Sustainability 9.3.1.Sustainable Groundwater Use Case Study: Plant Washington 9.3.2.Sustainable Groundwater Use: Conclusion References. _b _t _g _r |
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_b _b _c _aFrom their origins, exploration and inquiry in the earth sciences have been dependent on conceptual models and data visualizations to test theories and convey findings to the general public. One can appreciate the power and importance of conceptual graphics by flipping through the pages of a National Geographic magazine. Data visualization is inextricably linked to quantitative spatial data analysis - the two major forms of which, for the earth sciences, are statistical interpolation and modeling--Provided by publisher. _u |
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