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9780127345857

Introduction to Groundwater Modeling : Finite Difference and Finite Element Methods

by Wang; Anderson
  • ISBN13:

    9780127345857

  • ISBN10:

    012734585X

  • eBook ISBN(s):

    9780080571942

  • Format: Paperback
  • Copyright: 1995-06-23
  • Publisher: Elsevier Science

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Summary

The dramatic advances in the efficiency of digital computers during the past decade have provided hydrologists with a powerful tool for numerical modeling of groundwater systems. Introduction to Groundwater Modeling presents a broad, comprehensive overview of the fundamental concepts and applications of computerized groundwater modeling. The book covers both finite difference and finite element methods and includes practical sample programs that demonstrate theoretical points described in the text. Each chapter is followed by problems, notes, and references to additional information. This volume will be indispensable to students in introductory groundwater modeling courses as well as to groundwater professionals wishing to gain a complete introduction to this vital subject.

Table of Contents

Preface ix
Introduction
1(18)
Models
1(5)
Types of Groundwater Models
2(4)
Physics of Groundwater Flow
6(7)
Darcy's Law
6(2)
Hubbert's Force Potential
8(2)
Darcy's Law in Three Dimensions
10(1)
Continuity Equation for Steady-State Flow
11(2)
Laplace's Equation
13(1)
Boundary Conditions
13(1)
Regional Groundwater Flow System
14(5)
Notes and Additional Reading
17(2)
Finite Differences: Steady-State Flow (Laplace's Equation)
19(22)
Introduction
19(2)
Differences for Derivatives
Finite Difference Expression of Laplace's Equation
21(2)
Example with Dirichlet Boundary Conditions: Region near a Well
23(1)
Interative Methods
24(5)
Jacobi Iteration
25(1)
Gauss-Seidel Iteration
26(1)
Successive Over Relaxation (SOR)
27(2)
Gauss-Seidel Computer Program
29(2)
Boundary Conditions
31(10)
Notes and Additional Reading
37(1)
Problems
37(4)
Finite Differences: Steady-State Flow (Poisson's Equation)
41(26)
Introduction
41(1)
Poisson's Equation
41(2)
Island Recharge
43(1)
Finite Difference Models
44(8)
Island Recharge
44(2)
Well Drawdown (Confined Aquifer)
46(6)
Unconfined Aquifer with Dupuit Assumptions
52(10)
Seepage Through a Dam
53(5)
Well Drawdown (Unconfined Aquifer)
58(4)
Validity of a Numerical Solution
62(5)
Notes and Additional Reading
65(1)
Problems
65(2)
Finite Differences: Transient Flow
67(26)
Transient Flow Equation
67(2)
Explicit Finite Differences Approximation
69(7)
Validity of the Explicit Solution
70(1)
Aquifer Response to Sudden Change in Reservoir Level
70(6)
Implicit Finite Difference Approximation
76(11)
Well Drawdown (Theis Problem)
79(8)
Unconfined Aquifer with Dupuit Assumptions
87(6)
Explicit Approximation
87(1)
Implicit Approximation
88(1)
Additional Reading
88(1)
Problems
89(4)
Other Solution Methods
93(20)
Introduction
93(1)
Matrix Notation
94(1)
Tridiagonal Matrices
95(4)
Thomas Algorithm
96(3)
Direct Solution of Reservoir Problem
99(1)
Alternating Direction Implicit (ADI) Method
99(8)
Interative ADI
106(1)
Prickett-Lonnquist and Trescott-Pinder-Larson Models
107(2)
Input Data
108(1)
Calibration and Verification
109(4)
Calibration
109(1)
Verification
110(1)
Notes and Additional Reading
111(1)
Problems
112(1)
Finite Elements: Steady-State Flow
113(38)
Introduction
113(1)
Galerkin's Method
114(3)
Integration by Parts
116(1)
Triangular Elements
117(4)
Finite Element Mesh
117(2)
The Archetypal Element
119(2)
Patch of Elements
121(1)
Assembly of Conductance Matrix
121(5)
Element Conductance Matrix
123(1)
Global Conductance Matrix
124(2)
Boundary Conditions
126(2)
Specified Flow
126(2)
Specified Head
128(1)
Finite Element Computer Program
128(6)
Node Specification (Lines 6 to 21)
129(1)
Global Conductance Matrix (Lines 23 to 50)
129(4)
Iterative Solution of Equations (Lines 52 to 73)
133(1)
Region-Near-A-Well Example
134(4)
Irregular Mesh
134(4)
Seepage Through A Dam
138(7)
Self-Consistent Iterative Solution
139(1)
Computer Program
140(5)
Poisson's Equation
145(6)
Computer Program
147(1)
Notes and Additional Reading
148(1)
Problems
149(2)
Finite Elements: Transient Flow
151(22)
Introduction
151(1)
Galerkin's Method
152(1)
Trial Solution
152(1)
Weighted Residual
153(1)
Integration by Parts
153(1)
Rectangular Element
153(3)
Local and Global Coordinates
156(1)
Patch of Elements
156(1)
Assembly of Matrix Differential Equation
156(4)
Element Matrices
157(1)
Gaussian Quadrature
158(1)
Global Matrices
159(1)
Boundary Conditions
160(1)
Solving The Matrix Differential Equation
160(1)
Computer Program for Reservoir Problem
161(12)
Nodal Coordinates, Initial Conditions, and Boundary Conditions (Lines 11 to 28)
166(1)
Global Conductance and Storage Matrices (Lines 30 to 71)
167(1)
Time Stepping (Lines 73 to 114)
167(3)
Notes and Additional Reading
170(1)
Problems
170(3)
Advective-Dispersive Transport
173(28)
Introduction
173(2)
Dispersion
175(6)
Dispersive Flux
177(1)
Dispersion Coefficient (Uniform Flow Field)
177(1)
Dispersivity
178(1)
Dispersion Coefficient (Nonuniform Flow Field)
179(2)
Solute Transport Equation
181(4)
Sources, Sinks, and Chemical Reactions
183(1)
Solving the Governing Equation
183(2)
Finite Element Example: Solute Dispersion in Uniform Flow Field
185(16)
Finite Element Theory
186(2)
Finite Element Computer Program
188(10)
Additional Reading
198(1)
Problems
198(3)
Concluding Remarks 201(3)
Appendix A Anisotropy and Tensors 204(5)
A.1 Introduction
204(1)
A.2 Hydraulic Conductivity Tensor
205(1)
A.3 Coordinate System Rotation
206(3)
Appendix B Variational Method 209(3)
B.1 Introduction
209(1)
B.2 Minimum Dissipation Principle
209(2)
B.3 Finite Elements
211(1)
Appendix C Isoparametric Quadrilateral Elements 212(7)
C.1 Introduction
212(1)
C.2 Coordinate Transformation
213(4)
Element Trial Solution
214(1)
Transformation of Integrals
214(3)
C.3 Computer Program Modification
217(2)
Appendix D Analogies 219(6)
D.1 Introduction
219(1)
D.2 Electrical Analogy
219(3)
D.3 Heat Flow Analogy
222(1)
D.4 Structural Mechanics Analogy
223(2)
Glossary of Symbols 225(2)
References 227(8)
Index 235

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