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Author:   George F. Pinder (University of Vermont)
Publisher:   John Wiley & Sons Inc
Imprint:   John Wiley & Sons Inc
Dimensions:   Width: 16.20cm , Height: 1.70cm , Length: 23.80cm
Weight:   0.488kg
ISBN:  

9780471084983

ISBN 10:   0471084980
Pages:   248
Publication Date:   24 July 2002
Audience:   College/higher education ,  Professional and scholarly ,  Undergraduate ,  Postgraduate, Research & Scholarly
Format:   Hardback
Publisher's Status:   Active
Availability:   Out of stock  
The supplier is temporarily out of stock of this item. It will be ordered for you on backorder and shipped when it becomes available.

Table of Contents

Preface. 1 Flow Modeling. 1.1 Introduction. 1.2 Areal Extent of a Model. 1.3 Hydrological Boundaries to the Model. 1.4 Compilation of Geological Information. 1.4.1 Unconsolidated Environments. 1.4.2 Consolidated Rocks. 1.4.3 Metamorphic Rocks. 1.4.4 Igneous Rocks. 1.4.5 Representation of Geological Units. 1.5 Compilation of Hydrological Information. 1.5.1 Geohydrological Parameters. 1.5.2 Boundary Conditions. 1.5.3 Stresses. 1.6 Water-Table Condition. 1.6.1 Near-Surface Aquifer Zone. 1.6.2 Sharp-Interface Approximation of the Water Table. 1.6.3 Variably Saturated Water-Table Formulation. 1.6.4 Comparison of the Sharp-Interface and Variably Saturated Formulations. 1.7 Physical Dimensions of the Model. 1.7.1 Vertical Integration of the Flow Equation. 1.7.2 Free-Surface Condition. 1.8 Model Size. 1.9 Model Discretization. 1.9.1 Finite-Difference Approximations. 1.9.2 Finite-Element Approximations. 1.9.3 Two-Space Dimensional Approximations. 1.10 Finite-Difference Approximation to the Flow Equation. 1.10.1 Model Boundary Conditions. 1.10.2 Model Initial Conditions. 1.11 Finite-Element Approximation to the Flow Equation. 1.11.1 Boundary Conditions. 1.11.2 Initial Conditions. 1.12 Parameters. 1.13 Fractured and Cavernous Media. 1.14 Model Stresses. 1.14.1 Well Discharge or Recharge. 1.14.2 Rainfall. 1.14.3 Multiple Stress Periods. 1.15 Finite-Element Mesh. 1.16 Simulation. 1.16.1 Solution Algorithm. 1.16.2 Bandwidth. 1.16.3 Running PTC. 1.17 Output. 1.18 Calibration. 1.18.1 Model Building Guidelines. 1.18.2 Model Evaluation Guidelines. 1.18.3 Additional Data-Collection and Model Development Guidelines. 1.18.4 Uncertainty-Evaluation Guidelines. 1.18.5 Some Rules of Thumb. 1.19 Production Runs. 1.20 Summary. References. 2 Transport Modeling. 2.1 Compilation of Water-Quality Information. 2.2 Physical Dimensions. 2.3 Model Size. 2.4 Transport Equation. 2.4.1 Equilibrium or Adsorption Isotherms. 2.4.2 Mass Flux. 2.4.3 Example of Retardation. 2.5 Chemical Reactions. 2.6 Model Boundary Conditions. 2.7 Finite-Element Approximation. 2.8 Boundary Conditions 2.8.1 First-Type Boundary Condition. 2.8.2 Second-Type Boundary Condition. 2.8.3 Third-Type Boundary Condition. 2.9 Initial Conditions. 2.10 Model Parameters. 2.11 Model Stresses. 2.12 Running the Model. 2.13 Output. 2.14 Calibration. 2.15 Production Runs. 2.16 Summary. References. 3 Finite-Element versus Finite-Difference Simulation. 3.1 Elementary Application. 3.1.1 Groundwater Flow. 3.1.2 Groundwater Transport. 3.2 Comparison of Methods. 3.2.1 Graphical User Interfaces. 3.2.2 Model Formulation and Implementation. 3.2.3 Groundwater Flow. 3.2.4 Groundwater Transport. 3.3 Summary. Index.

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Author Information

GEORGE F. PINDER, PhD, is a professor in the Civil and Environmental Engineering Department and a professor of mathematics and statistics at the University of Vermont in Burlington.

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