Aquifer Testing

Design and Analysis of Pumping and Slug Tests
1. Auflage 1991
ISBN: 978-0-87371-501-0
Verlag: CRC Press

Buch, Englisch, 368 Seiten, Format (B × H): 183 mm x 260 mm, Gewicht: 886 g

New! A practical, easy-to-use reference for the design and analysis of groundwater pumping and slug tests

Aquifer Testing: Design and Analysis of Pumping and Slug Tests is a complete design and analysis reference emphasizing practical solutions for engineers, scientists, consultants, and students knowledgeable in basic ground water theory. The book discusses such models as steady-state, transient flow with constant discharge, slug injection or withdrawal, and step discharge.

This valuable book is an expansion on our best seller Groundwater Pumping Tests: Design and Analysis (Walton 1987). Part I contains general information about pumping tests, including how to design a pumping test, select an appropriate model, correct data, and analyze results. Part II is devoted to aquifer models and features hydrogeologic conditions, flow and geometry assumptions, governing differential equations, initial and boundary conditions, and analytical solutions for different models. BASIC coding for computer programs from which type curves may be developed and drawdown predicted are included in an appendix and on diskettes included in the book.

Zielgruppe

Academic, Professional, and Professional Practice & Development

Autoren/Hrsg.

Istok, Jonathan D.

Dawson, Karen J.

Fachgebiete

• Geowissenschaften Geographie | Raumplanung Physische Geographie und Topographie

Inhaltsverzeichnis

Preface PART I BASIC CONCEPTS Chapter 1 IN1RODUCTION Chapter 2 AQUIFER TEST DESIGN Chapter 3 CORRECTIONSTODRAWDOWNDATA Chapter 4 ANALYSIS OF PUMPING TEST DATA Chapter 5 ANALYSIS OF STEP DISCHARGE PUMPING TESTS PART II AQUIFER MODELS Chapter 6 MODEL 1: EQUILIDRIUM, CONFINED 6.4 Methods of Analysis Chapter 7 MODEL 2: EQUILIBRIUM, UNCONFINED Chapter 8 MODEL 3: TRANSIENT, CONFINED Chapter 9 MODEL 4: TRANSIENT, CONFINED, LEAKY Chapter 10 MODEL 5: TRANSIENT, CONFINED, LEAKY, AQUITARD STORAGE Chapter 11 MODEL 6: TRANSIENT, CONFINED, PARTIAL PENETRATION, ANISOTROPIC Chapter 12 MODEL 7: TRANSIENT, CONFINED, LEAKY, PARTIAL PENETRATION, ANISOTROPIC Chapter 13 MODEL 8: TRANSIENT, CONFINED, WELL STORAGE Chapter 14 MODEL 9: TRANSIENT, CONFINED, LEAKY, WELL STORAGE Chapter 15 MODEL 10: TRANSIENT, CONFINED, FISSURE-BLOCK SYSTEM Chapter 16 MODEL 11: TRANSIENT, CONFINED, ANISOTROPIC IN TWO HORIZONTAL DIRECTIONS Chapter 17 MODEL 12: TRANSIENT, UNDERGOING CONVERSION FROM CONFINED TO UNCONFINED Chapter 18 MODEL 13: TRANSIENT, UNCONFINED, ANISOTROPIC Chapter 19 MODEL 14: TRANSIENT, UNCONFINED, PARTIAL PENETRATION, ANISOTROPIC Chapter 20 MODEL 15: TRANSIENT, UNCONFINED, PARTIAL PENETRATION, ANISOTROPIC, WELL STORAGE Chapter 21 MODEL 16: TRANSIENT, UNCONFINED, PARTIAL PENETRATION, AQUITARD-AQUIFER Chapter 22 MODEL 17: SLUG TEST- CONFINED, INFINITE OR SEMI[1]INFINITE DEPTH, INCOMPRESSFILE AQUIFER, ANISOTROPIC Chapter 23 MODEL 18: SLUG TEST- UNCONFINED OR LEAKY CONFINED, INCOMPRESSFILE AQUIFER, PARTIAL PENETRATION Chapter 24 MODEL 19: SLUG TEST- CONFINED, COMPRESSIBLE AQUIFER, WELL STORAGE

Über Autor(innen)

Karen Dawson is a member of the geotechnical staff of CH2M Hill in Bellevue,

Washington. She received an M.S. in geotechnical engineering with an environmental

engineering minor and focus on groundwater from Oregon State University. She also has

B.S. degrees in civil and forest engineering from Oregon State University. Karen was

formerly an employee of the Washington State Department of Transportation and involved

with the design of the Seattle I-90 project. Jonathan Istok is an Associate Professor in the Department of Civil Engineering at Oregon

State University. He specializes in the development of statistical and mathematical models

for groundwater flow and contaminant transpon processes. He is the author of the

American Geophysical Union Water Resources Monograph Groundwater modeling by the

finite element method.