Introduction
Chapter 1. Basic analytical solutions
1.1. Confined aquifer
1.1.1. Aquifer of infinite lateral
extent 1.1.2. Semiinfinite aquifers
1.1.3. Strip aquifers
1.1.4. Wedge-shaped aquifers
1.1.5. U-shape aquifer 1.1.6. Rectangular aquifers
1.1.7. Circle aquifers
1.2. Point source: partially penetrating well in confined aquifer
1.2.1. Aquifer infinite in plane and thickness
1.2.2. Aquifer semiinfinite in plane or thickness 1.2.3. Aquifer bounded in plane or thickness
1.3. Linear source: partially penetrating well in confined aquifer
1.3.1. Aquifer infinite in plane and thickness
1.3.2. Aquifer semiinfinite in plane
or thickness 1.3.3. Aquifer bounded in plane or thickness
1.3.4. Semiinfinite and strip aquifer for linear source
1.4. Unconfined aquifer
1.4.1. Aquifer of infinite lateral extent
1.4.2. Semiinfinite and strip aquifer
1.5. Leaky aquifer
1.5.1. Leaky aquifer with constant hydraulic head in adjacent aquifer
1.5.1.1. Aquifer of infinite lateral extent
1.5.1.2. Semiinfinite aquifers
1.5.1.3. Strip aquifers 1.5.1.4. Circle aquifers
1.5.2. Leaky aquifer with alternating hydraulic head in adjacent aquifer
1.5.3. Leaky aquifer with allowance for aquitard storage
1.5.4. Leaky aquifer anisotropic on the vertical plane
1.6. Two-layer aquifer 1.6.1. Two-layer unconfined aquifer
1.6.2. Two-layer circle confined aquifer
1.7. Stratified aquifer systems
1.7.1. Three-layer system
1.7.2. Two-layer system
1.8. Areally inhomogeneous aquifer
1.8.1. Aquifer with linear discontinuity
1.8.2. Radial patchy aquifer
1.8.3. Solutions for complex conditions
1.9. Pumping tests near streams
1.9.1. Shestakov's solution
1.9.2. Hantush's solution
1.9.3. Hunt's and Zlotnik-Tartakovsky's solutions
1.9.4. Bochever's solutions
1.10. Sloping and wedge-shaped aquifer
1.11. Fracture-porous reservoir
1.11.1. Moench's solutions
1.11.2. Pumping well intersecting a single vertical fracture
1.11.3. Pumping well intersecting a single horizontal fracture
Chapter 2. Analytical solutions for complicated well system configurations and pumping test scenarios
2.1. Horizontal or slanted pumping well
2.1.1. Confined aquifer
About the Author: Leonid N. Sindalovskiy is Head of the Laboratory of Mathematical Modeling of Hydrogeological Processes at the Russian Academy of Sciences Institute of Environmental Geology. His research interests focus on mathematical modeling of flow and transport processes in geologic media. He has authored several books on pumping test data analysis and the use of ANSDIMAT software for aquifer flow estimation.