MARC Record from marc_columbia

LEADER: 06192cam a2200625 a 4500
001 15101686
005 20221112232608.0
006 m o d
007 cr |||||||||||
008 140825s2014 flu o 000 0 eng d
035 $a(OCoLC)ocn890164616
035 $a(NNC)15101686
040 $aUKMGB$beng$epn$cUKMGB$dOCLCO$dOCLCF$dOCLCQ$dCRCPR$dOCLCQ$dN$T$dEBLCP$dYDX$dNLE$dUKMGB$dTYFRS$dAU@$dOCLCQ$dUKAHL$dOCLCQ$dK6U$dOCLCO$dOCLCQ
015 $aGBB495881$2bnb
016 7 $a016858723$2Uk
019 $a1021289604
020 $a9781498710756$q(electronic bk.)
020 $a1498710751$q(electronic bk.)
020 $z0873715012
020 $z9780873715010
035 $a(OCoLC)890164616$z(OCoLC)1021289604
037 $aTANDF_386373$bIngram Content Group
050 4 $aGB1197.7
072 7 $aSCI$x030000$2bisacsh
072 7 $aSCI$x031000$2bisacsh
082 04 $a551.49$223
049 $aZCUA
100 1 $aIstok, J. D.,$eauthor.
245 10 $aAquifer testing :$bdesign and analysis of pumping and slug tests /$cJonathan D. Istok, Karen J. Dawson.
264 1 $aBoca Raton :$bCRC Press,$c2014.
300 $a1 online resource
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
588 0 $aCIP data; resource not viewed.
520 2 $a"New! A practical, easy-to-use reference for the design and analysis of groundwater pumping and slug testsAquifer 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."--Provided by publisher
505 0 $aCover; Title Page; Copyright Page; Dedication; Preface; Acknowledgments; Table of Contents; PART I: BASIC CONCEPTS; Chapter 1 INTRODUCTION; 1.1 Aquifer Tests; 1.2 Analysis of Aquifer Test Data; 1.3 Organization of This Manual; Chapter 2 AQUIFER TEST DESIGN; 2.1 Step 1. Identify Site Constraints; 2.2 Step 2. List Required Aquifer System Properties; 2.3 Step 3. Estimate Aquifer System Properties; 2.3.1 Estimating Properties from Descriptions of Aquifer Materials; 2.3.2 Estimating Aquifer System Properties from Soil Index Properties
505 8 $a2.3.3 Estimating Aquifer System Properties using Effective Grain Size2.3.4 Determination of Aquifer System Properties from Laboratory Tests on Core Specimens; 2.4 Step 4. Specify Test Conditions; 2.4.1 Pumping Test Design; 2.4.2 Slug Test Design; Chapter 3 CORRECTIONS TO DRAWDOWN DATA; 3.1 Trends in Water Levels; 3.2 Atmospheric Pressure Changes; 3.3 Tidal, River Level, and Surface Loading Changes; 3.4 Decreases in Saturated Thickness; Chapter 4 ANALYSIS OF PUMPING TEST DATA; 4.1 Graphical Methods of Analysis; 4.1.1 Match-Point Method; 4.1.2 Straight-Line Method
505 8 $a4.2 The Theory of Superposition4.2.1 Multiple Well Systems; 4.2.2 Impermeable Boundary; 4.2.3 Boundary Between Materials of Different Transmissivities; 4.2.4 Recharge Boundary; 4.2.5 Recovery Tests; 4.2.6 Intermittent Pumping; 4.3 Verifying Choice of Conceptual Model; 4.3.1 Aquitard Leakage and Storage; 4.3.2 Partial Penetration; 4.3.3 Well Storage; 4.3.4 Aquifer Boundaries; 4.3.5 Unconfined Flow; Chapter 5 ANALYSIS OF STEP DISCHARGE PUMPING TESTS; 5.1 Background; 5.2 Determination of Head Loss Coefficients; 5.3 Determination of Well Efficiency; PART II: AQUIFER MODELS
505 8 $aChapter 6 MODEL 1: EQUILIDRIUM, CONFINED6.1 Conceptual Model; 6.2 Mathematical Model; 6.3 Analytical Solution; 6.4 Methods of Analysis; Chapter 7 MODEL 2: EQUILIBRIUM, UNCONFINED; 7.1 Conceptual Model; 7.2 Mathematical Model; 7.3 Analytical Solution; 7.4 Methods of Analysis; Chapter 8 MODEL 3: TRANSIENT, CONFINED; 8.1 Conceptual Model; 8.2 Mathematical Model; 8.3 Analytical Solution; 8.3.1 General Solution; 8.3.2 Special Case Solution; 8.4 Methods of Analysis; 8.4.1 General Solution; 8.4.2 Special Case Solutions; Chapter 9 MODEL 4: TRANSIENT, CONFINED, LEAKY; 9.1 Conceptual Model
505 8 $a9.2 Mathematical Model9.3 Analytical Solution; 9.3.1 General Solution; 9.3.2 Special Case Solutions; 9.4 Methods of Analysis; 9.4.1 General Solution; 9.4.2 Equilibrium Solution; Chapter 10 MODEL 5: TRANSIENT, CONFINED, LEAKY, AQUITARD STORAGE; 10.1 Conceptual Model; 10.2 Mathematical Model; 10.2.1 In the Upper Aquitard; 10.2.2 In the Lower Aquitard; 10.2.3 In the Aquifer; 10.3 Analytical Solution; 10.3.1 Early-Time Solution; 10.3.2 Late-Time Solution; 10.3.3 Intermediate-Time Solution; 10.3.4 Equilibrium Solution; 10.4 Methods of Analysis; 10.4.1 Early-Time Solution
505 8 $a10.4.2 Late-Time Solution -- Case A Only
650 0 $aAquifers.
650 0 $aGroundwater flow.
650 6 $aAquifères.
650 6 $aEau souterraine$xÉcoulement.
650 7 $aaquifers.$2aat
650 7 $aSCIENCE$xEarth Sciences$xGeography.$2bisacsh
650 7 $aSCIENCE$xEarth Sciences$xGeology.$2bisacsh
650 7 $aAquifers.$2fast$0(OCoLC)fst00812170
650 7 $aGroundwater flow.$2fast$0(OCoLC)fst00948337
700 1 $aDawson, Karen J.,$eauthor.
776 08 $iPrint version:$aIstok, J. D.$tAquifer testing.$dBoca Raton : CRC Press, 2014$z0873715012$z9780873715010$w(DLC) 91009392$w(OCoLC)23140552
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio15101686$zTaylor & Francis eBooks
852 8 $blweb$hEBOOKS