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Investigation of Land Subsidence Due to Fluid Withdrawal
Investigation of Land Subsidence due to Fluid Withdrawalprovides a detailed overview of the occurrence and control of land subsidence due to fluid withdrawal.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
:
American Society of Civil Engineers,
2021.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000Mu 4500 | ||
|---|---|---|---|
| 001 | EBOOKCENTRAL_on1294149285 | ||
| 003 | OCoLC | ||
| 005 | 20240329122006.0 | ||
| 006 | m o d | ||
| 007 | cr ||||||||||| | ||
| 008 | 220129s2021 xx o ||| 0 eng d | ||
| 040 | |a EBLCP |b eng |c EBLCP |d SFB |d OCLCQ |d OCLCF |d OCLCO | ||
| 020 | |a 9780784483329 | ||
| 020 | |a 0784483329 | ||
| 029 | 1 | |a AU@ |b 000071205485 | |
| 035 | |a (OCoLC)1294149285 | ||
| 050 | 0 | 0 | |a QE600.2 |b .A44 2021 |
| 082 | 0 | 4 | |a 551.3/07 |2 23 |
| 049 | |a UAMI | ||
| 100 | 1 | |a Committee, Prepared by the Land Subsidence Task. | |
| 245 | 1 | 0 | |a Investigation of Land Subsidence Due to Fluid Withdrawal |h [electronic resource]. |
| 260 | |a : |b American Society of Civil Engineers, |c 2021. | ||
| 300 | |a 1 online resource (251 p.) | ||
| 500 | |a Description based upon print version of record. | ||
| 505 | 0 | |a Intro -- 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 | |
| 505 | 8 | |a 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 | |
| 505 | 8 | |a 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 | |
| 505 | 8 | |a 4.1.6.2 Casing-Collar Logging -- 4.1.6.3 Radioactive-Marker Logging -- 4.1.6.4 Inclinometers -- 4.2 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 | |
| 505 | 8 | |a 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 | |
| 504 | |a References. | ||
| 520 | |a Investigation of Land Subsidence due to Fluid Withdrawalprovides a detailed overview of the occurrence and control of land subsidence due to fluid withdrawal. | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Subsidences (Earth movements) | |
| 650 | 0 | |a Water withdrawals |x Environmental aspects. | |
| 650 | 0 | |a Groundwater. | |
| 650 | 6 | |a Affaissements (Mouvements du sol) | |
| 650 | 6 | |a Eau souterraine. | |
| 650 | 7 | |a subsidences. |2 aat | |
| 650 | 7 | |a Groundwater |2 fast | |
| 650 | 7 | |a Subsidences (Earth movements) |2 fast | |
| 650 | 7 | |a Water withdrawals |x Environmental aspects |2 fast | |
| 776 | 0 | 8 | |i Print version: |a Committee, Prepared by the Land Subsidence Task |t Investigation of Land Subsidence Due to Fluid Withdrawal |d : American Society of Civil Engineers,c2021 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=29044382 |z Texto completo |
| 938 | |a ProQuest Ebook Central |b EBLB |n EBL29044382 | ||
| 994 | |a 92 |b IZTAP | ||