LEADER 06815nam 22005053 450 001 9910825237503321 005 20230629214817.0 010 $a1-5231-4459-9 010 $a0-7844-8332-9 035 $a(MiAaPQ)EBC29044382 035 $a(Au-PeEL)EBL29044382 035 $a(CKB)20974199000041 035 $a(OCoLC)1294149285 035 $a(EXLCZ)9920974199000041 100 $a20220127d2021 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aInvestigation of Land Subsidence Due to Fluid Withdrawal 205 $a1st ed. 210 1$a :$cAmerican Society of Civil Engineers,$d2021. 210 4$dİ2022. 215 $a1 online resource (251 pages) 311 08$aPrint version: Committee, Prepared by the Land Subsidence Task Investigation of Land Subsidence Due to Fluid Withdrawal : American Society of Civil Engineers,c2021 327 $aIntro -- Book_5078_C000 -- Half Title -- Title Page -- Copyright Page -- Contents -- Preface -- Acknowledgments -- Book_5078_C001 -- Chapter 1 : Introduction -- 1.1 ? Purpose and Scope -- 1.2 ? Background -- 1.3 ? Occurrence and History of Subsidence -- 1.4 ? Problems Resulting from Subsidence -- References -- Book_5078_C002 -- CHAPTER 2 : Subsidence Processes -- 2.1 ? Compaction Caused by Fluid Extraction -- 2.1.1 ? Extraction of Pore Fluids -- 2.1.2 ? Groundwater -- 2.1.3 ? Hydrocarbons -- 2.1.4 ? Geothermal Fluids -- 2.2 ? Hydrocompaction -- References -- Book_5078_C003 -- Chapter 3 : Aquifer Mechanics and Land Subsidence due to Groundwater -- 3.1 ? Theory of Aquifer-System Compaction -- 3.1.1 ? Principle of Effective Stress -- 3.1.2 ? Aquifer-System Compressibility and Storage Concepts -- 3.1.3 ? Theory of Hydrodynamic Consolidation -- 3.2 ? Stress Causing Aquifer-System Compaction -- 3.2.1 ? Static Stresses -- 3.2.2 ? Dynamic Stresses -- 3.3 ? Stress-Strain Relationship in Susceptible Aquifer Systems -- 3.3.1 ? Stress-Strain Analysis -- 3.3.2 ? Compressibilities of Clays and Sands from Tests in the Lab and Field -- References -- Book_5078_C004 -- CHAPTER 4 : Identification, Measurement, Mapping, and Monitoring -- 4.1 ? Ground-Based Geodetic Surveys -- 4.1.1 ? Precise Differential Leveling -- 4.1.2 ? Global Positioning System -- 4.1.3 ? Other Techniques for Measuring Land-Surface Change -- 4.1.4 ? Extensometry -- 4.1.4.1 ? Single and Double Pipe Borehole Extensometers -- 4.1.4.2 ? Anchored-Cable and Free-Pipe Extensometers -- 4.1.4.3 ? Slip Joints -- 4.1.4.4 ? Telescopic Extensometer -- 4.1.4.5 ? Extensometer Records -- 4.1.5 ? Tripod-Mounted LiDAR -- 4.1.6 ? Other Techniques of Subsurface Measurement -- 4.1.6.1 ? General -- 4.1.6.2 ? Casing-Collar Logging -- 4.1.6.3 ? Radioactive-Marker Logging -- 4.1.6.4 ? Inclinometers. 327 $a4.2 ? Airborne and Spaced-Based Geodetic Surveys -- 4.2.1 ? LiDAR -- 4.2.1.1 ? Data Density -- 4.2.1.2 ? Geodetic Control -- 4.2.1.3 ? Quality Assurance/Quality Control -- 4.2.2 ? Synthetic Aperture Radar Interferometry -- 4.3 ? Horizontal Displacement -- References -- Book_5078_C005 -- CHAPTER 5 : Subsidence Analysis and Simulation -- 5.1 ? Empirical Methods -- 5.2 ? Quasi-Theoretical Approach -- 5.2.1 ? Wadachi ' s (1940) Model -- 5.2.2 ? Subsidence as a Function of Liquid Extraction -- 5.2.3 ? Ratio of Subsidence to Head Decline -- 5.2.4 ? Clay Content-Subsidence Relation -- 5.2.5 ? Depth-Porosity Model -- 5.3 ? Theoretical Approach -- 5.3.1 ? Aquitard Drainage Model -- 5.3.1.1 ? Conventional Groundwater Flow Theory -- 5.3.1.2 ? Simulation of the Aquitard Drainage Model -- 5.3.2 ? Poroelasticity Model -- 5.3.2.1 ? Poroelasticity Theory -- 5.3.2.2 ? Simulation of the Poroelasticity Model -- 5.3.3 ? Other Constitutive Models -- 5.3.4 ? Other Types of Subsidence Models -- 5.3.4.1 ? Simple Subsidence Estimates -- 5.3.4.2 ? Influence of Material within the Unpumped Overburden -- References -- Book_5078_C006 -- CHAPTER 6 : Methods to Mitigate Subsidence Caused by Groundwater Withdrawal -- 6.1 ? Reduction in Groundwater Withdrawal -- 6.2 ? Artificial Recharge of Aquifer Systems -- 6.3 ? Case Histories of the Methods Used -- 6.3.1 ? Shanghai, China -- 6.3.2 ? Venice, Italy -- 6.3.3 ? Japan -- 6.3.4 ? United States -- References -- Book_5078_A001 -- Appendix A -- Standards Used for Laboratory Tests and Field Sampling for Properties of Sediments in Subsiding Areas -- A.1 ? General Need of Tests -- A.2 ? Field Sampling -- A.3 ? Composite Logs of Core Holes -- A.4 ? Methods of Laboratory Analysis -- A.4.1 ? Particle-Size Distribution -- A.4.2 ? Hydraulic Conductivity -- A.4.3 ? Unit Weight -- A.4.4 ? Specific Gravity of Solids. 327 $aA.4.5 ? Porosity and Void Ratio -- A.4.6 ? Water (Moisture) Content -- A.4.7 ? Atterberg Limits -- A.4.7.1 ? Liquid Limit -- A.4.7.2 ? Plastic Limit -- A.4.8 ? Consolidation -- A.5 ? Results of Laboratory Analyses -- A.5.1 ? Particle-Size Distribution -- A.5.1.1 ? Sediment Classification Triangles -- A.5.1.2 ? Statistical Measures -- A.5.2 ? Hydraulic Conductivity -- A.5.3 ? Specific Gravity, Unit Weight, and Porosity -- A.5.4 ? Atterberg Limits and Indexes -- A.5.5 ? Consolidation -- A.5.5.1 ? Estimation of the Compression Index -- A.5.5.2 ? Correlation of Compression Indexes -- A.5.5.3 ? Estimation of the Coefficients of Consolidation -- A.5.5.4 ? Effect of Soil Classification -- A.5.5.5 ? Relationship between Consolidation Characteristics and LLs -- A.5.6 ? Relationships between Soil-Engineering and Hydrogeologic Terms and Concepts -- A.5.6.1 ? Pore Volume -- A.5.6.2 ? Moisture Content -- A.5.6.3 ? Compressibility -- References -- Book_5078_A002 -- Appendix B : Notations, Symbols, and Glossary -- B.1 ? Notations and Symbols -- B.2 ? Glossary -- References -- Book_5078_A003 -- Appendix C -- Conversion Table -- Book_5078_IDX. 330 $aInvestigation of Land Subsidence due to Fluid Withdrawalprovides a detailed overview of the occurrence and control of land subsidence due to fluid withdrawal. 606 $aSubsidences (Earth movements) 606 $aWater withdrawals$xEnvironmental aspects 606 $aGroundwater 615 0$aSubsidences (Earth movements) 615 0$aWater withdrawals$xEnvironmental aspects. 615 0$aGroundwater. 676 $a551.3/07 700 $aCommittee$b Prepared by the Land Subsidence Task$01716488 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910825237503321 996 $aInvestigation of Land Subsidence Due to Fluid Withdrawal$94111842 997 $aUNINA