Description

Book Synopsis

A comprehensive overview of high precision surveying, including recent developments in geomatics and their applications

This book covers advanced precision surveying techniques, their proper use in engineering and geoscience projects, and their importance in the detailed analysis and evaluation of surveying projects. The early chapters review the fundamentals of precision surveying: the types of surveys; survey observations; standards and specifications; and accuracy assessments for angle, distance and position difference measurement systems. The book also covers network design and 3-D coordinating systems before discussing specialized topics such as structural and ground deformation monitoring techniques and analysis, mining surveys, tunneling surveys, and alignment surveys.

Precision Surveying: The Principles and Geomatics Practice:

  • Covers structural and ground deformation monitoring analysis, advanced techniques in mining and tunneling sur

    Table of Contents

    About the Author xvii

    Foreword xix

    Preface xxi

    Acknowledgments xxv

    1 Precision Survey Properties and Techniques 1

    1.1 Introduction 1

    1.2 Basic Classification of Precision Surveys 3

    1.3 Precision Geodetic Survey Techniques 8

    1.4 Review of Some Safety Issues 12

    2 Observables, Measuring Instruments, and Theory of Observation Errors 15

    2.1 Observables, Measurements and Measuring Instruments 15

    2.2 Angle and Direction Measuring Instruments 16

    2.3 Elevation Difference Measuring Instrument 20

    2.4 Distance Measuring Instrument 24

    2.5 Accuracy Limitations of Modern Survey Instruments 25

    2.6 Error Properties of Measurements 28

    2.7 Precision and Accuracy Indicators 29

    2.8 Systematic Error and Random Error Propagation Laws 30

    2.9 Statistical Test of Hypotheses: The Tools for Data Analysis 38

    2.10 Need for Equipment Calibration and Testing 44

    3 Standards and Specifications for Precision Surveys 47

    3.1 Introduction 48

    3.2 Standards and the Concept of Confidence Regions 51

    3.3 Standards for Traditional Vertical Control Surveys 52

    3.4 Standards for Horizontal Control Surveys 66

    3.5 Unified Standards for Positional Accuracy 72

    3.6 Map and Geospatial Data Accuracy Standards 77

    3.7 Quality and Standards 82

    4 Accuracy Analysis and Evaluation of Angle Measurement System 87

    4.1 Sources of Errors in Angle Measurements 87

    4.2 Systematic Errors Eliminated by Measurement Process 88

    4.3 Systematic Errors Eliminated by Adjustment Process 98

    4.4 Summary of Systematic Error Elimination 106

    4.5 Random Error Estimation 106

    4.6 Testing Procedure for Precision Theodolites 123

    5 Accuracy Analysis and Evaluation of Distance Measurement System 133

    5.1 Introduction 133

    5.2 General Properties of Waves 134

    5.3 Application of EM Waves to EDM 138

    5.4 EDM Instrumental Errors 153

    5.5 EDM External Errors 154

    5.6 Random Error Propagation of EDM Distance Measurement 155

    5.7 Calibration and Testing Procedures for EDM Instruments 165

    6 Accuracy Analysis and Evaluation of Elevation and Coordinate Difference Measurement Systems 189

    6.1 Introduction 189

    6.2 Pointing Error 190

    6.3 Reading/Rod Plumbing Error 191

    6.4 Leveling Error 191

    6.5 Collimation, Rod Scale, and Rod Index Errors 192

    6.6 Effects of Vertical Atmospheric Refraction and Earth Curvature 193

    6.7 Random Error Propagation for Elevation Difference Measurements 194

    6.8 Testing Procedures for Leveling Equipment 197

    6.9 Calibration of Coordinate Difference Measurement System (GNSS Equipment) 203

    7 Survey Design and Analysis 209

    7.1 Introduction 209

    7.2 Network Design 211

    7.3 Solution Approaches to Design Problems 218

    7.4 Network Adjustment and Analysis 223

    7.5 Angular Measurement Design Example 223

    7.6 Distance Measurement Design Example 226

    7.7 Traverse Measurement Design Examples 227

    7.8 Elevation Difference Measurement Design Example 235

    8 Three-Dimensional Coordinating Systems 237

    8.1 Introduction 238

    8.2 Coordinate System for Three-Dimensional Coordinating Systems 243

    8.3 Three-Dimensional Coordination with Global Navigation Satellite System 244

    8.4 Three-Dimensional Coordination with Electronic Theodolites 244

    8.5 Three-Dimensional Coordination with Laser Systems 258

    9 Deformation Monitoring and Analysis: Geodetic Techniques 267

    9.1 Introduction 268

    9.2 Geodetic Deformation Monitoring Schemes and the Design Approach 273

    9.3 Monumentation and Targeting 278

    9.4 Horizontal Deformation Monitoring and Analysis 284

    9.5 Vertical Deformation Monitoring and Analysis 322

    10 Deformation Monitoring and Analysis: High-Definition Survey and Remote Sensing Techniques 329

    10.1 Introduction 330

    10.2 Laser Systems 330

    10.3 Interferometric Synthetic Aperture Radar Technologies 350

    10.4 Comparison of Laser (LiDAR) and Radar (InSAR) Technologies 376

    11 Deformation Monitoring and Analysis: Geotechnical and Structural Techniques 377

    11.1 Introduction 378

    11.2 Overview of Geotechnical and Structural Instrumentation 380

    11.3 Design of Geotechnical and Structural Monitoring Schemes 419

    11.4 Analysis of Geotechnical Measurements 422

    11.5 Integrated Deformation Monitoring System 437

    12 Mining Surveying 441

    12.1 Introduction 442

    12.2 Mining Terminology 445

    12.3 Horizontal Mine Orientation Surveys 446

    12.4 Transferring Levels or Heights Underground 483

    12.5 Volume Determination in Mines 491

    13 Tunneling Surveys 495

    13.1 Introduction 495

    13.2 Basic Elements and Methods of Tunneling Surveys 496

    13.3 Main Sources of Error in Tunneling Surveys 500

    13.4 Horizontal Design and Simulation of Tunneling Surveys 503

    13.5 Vertical Design and Simulation of Tunneling Surveys 508

    13.6 Numerical Example: Horizontal Breakthrough Analysis 512

    13.7 Examples of Tunneling Surveys 516

    13.8 Analysis of Underground Traverse Surveys 520

    14 Precision Alignment Surveys 527

    14.1 Introduction 527

    14.2 Direct Laser Alignment Technique 530

    14.3 Conventional Surveying Techniques of Alignment 530

    14.4 Optical-Tooling Techniques 538

    14.5 Metrology by Laser Interferometer Systems 559

    14.6 Alignment by Polar Measurement Systems 565

    14.7 Main Sources of Error in Alignment Surveys 573

    Appendix I: Extracts From Baarda’s Nomogram 575

    Appendix II: Commonly used Statistical Tables 577

    Appendix III: Tau Distribution Table for Significance Level α 581

    Appendix IV: Important Units 587

    References 589

    Index 607

Precision Surveying

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    A Hardback by John Olusegun Ogundare

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      Publisher: John Wiley & Sons Inc
      Publication Date: 24/11/2015
      ISBN13: 9781119102519, 978-1119102519
      ISBN10: 1119102510

      Description

      Book Synopsis

      A comprehensive overview of high precision surveying, including recent developments in geomatics and their applications

      This book covers advanced precision surveying techniques, their proper use in engineering and geoscience projects, and their importance in the detailed analysis and evaluation of surveying projects. The early chapters review the fundamentals of precision surveying: the types of surveys; survey observations; standards and specifications; and accuracy assessments for angle, distance and position difference measurement systems. The book also covers network design and 3-D coordinating systems before discussing specialized topics such as structural and ground deformation monitoring techniques and analysis, mining surveys, tunneling surveys, and alignment surveys.

      Precision Surveying: The Principles and Geomatics Practice:

      • Covers structural and ground deformation monitoring analysis, advanced techniques in mining and tunneling sur

        Table of Contents

        About the Author xvii

        Foreword xix

        Preface xxi

        Acknowledgments xxv

        1 Precision Survey Properties and Techniques 1

        1.1 Introduction 1

        1.2 Basic Classification of Precision Surveys 3

        1.3 Precision Geodetic Survey Techniques 8

        1.4 Review of Some Safety Issues 12

        2 Observables, Measuring Instruments, and Theory of Observation Errors 15

        2.1 Observables, Measurements and Measuring Instruments 15

        2.2 Angle and Direction Measuring Instruments 16

        2.3 Elevation Difference Measuring Instrument 20

        2.4 Distance Measuring Instrument 24

        2.5 Accuracy Limitations of Modern Survey Instruments 25

        2.6 Error Properties of Measurements 28

        2.7 Precision and Accuracy Indicators 29

        2.8 Systematic Error and Random Error Propagation Laws 30

        2.9 Statistical Test of Hypotheses: The Tools for Data Analysis 38

        2.10 Need for Equipment Calibration and Testing 44

        3 Standards and Specifications for Precision Surveys 47

        3.1 Introduction 48

        3.2 Standards and the Concept of Confidence Regions 51

        3.3 Standards for Traditional Vertical Control Surveys 52

        3.4 Standards for Horizontal Control Surveys 66

        3.5 Unified Standards for Positional Accuracy 72

        3.6 Map and Geospatial Data Accuracy Standards 77

        3.7 Quality and Standards 82

        4 Accuracy Analysis and Evaluation of Angle Measurement System 87

        4.1 Sources of Errors in Angle Measurements 87

        4.2 Systematic Errors Eliminated by Measurement Process 88

        4.3 Systematic Errors Eliminated by Adjustment Process 98

        4.4 Summary of Systematic Error Elimination 106

        4.5 Random Error Estimation 106

        4.6 Testing Procedure for Precision Theodolites 123

        5 Accuracy Analysis and Evaluation of Distance Measurement System 133

        5.1 Introduction 133

        5.2 General Properties of Waves 134

        5.3 Application of EM Waves to EDM 138

        5.4 EDM Instrumental Errors 153

        5.5 EDM External Errors 154

        5.6 Random Error Propagation of EDM Distance Measurement 155

        5.7 Calibration and Testing Procedures for EDM Instruments 165

        6 Accuracy Analysis and Evaluation of Elevation and Coordinate Difference Measurement Systems 189

        6.1 Introduction 189

        6.2 Pointing Error 190

        6.3 Reading/Rod Plumbing Error 191

        6.4 Leveling Error 191

        6.5 Collimation, Rod Scale, and Rod Index Errors 192

        6.6 Effects of Vertical Atmospheric Refraction and Earth Curvature 193

        6.7 Random Error Propagation for Elevation Difference Measurements 194

        6.8 Testing Procedures for Leveling Equipment 197

        6.9 Calibration of Coordinate Difference Measurement System (GNSS Equipment) 203

        7 Survey Design and Analysis 209

        7.1 Introduction 209

        7.2 Network Design 211

        7.3 Solution Approaches to Design Problems 218

        7.4 Network Adjustment and Analysis 223

        7.5 Angular Measurement Design Example 223

        7.6 Distance Measurement Design Example 226

        7.7 Traverse Measurement Design Examples 227

        7.8 Elevation Difference Measurement Design Example 235

        8 Three-Dimensional Coordinating Systems 237

        8.1 Introduction 238

        8.2 Coordinate System for Three-Dimensional Coordinating Systems 243

        8.3 Three-Dimensional Coordination with Global Navigation Satellite System 244

        8.4 Three-Dimensional Coordination with Electronic Theodolites 244

        8.5 Three-Dimensional Coordination with Laser Systems 258

        9 Deformation Monitoring and Analysis: Geodetic Techniques 267

        9.1 Introduction 268

        9.2 Geodetic Deformation Monitoring Schemes and the Design Approach 273

        9.3 Monumentation and Targeting 278

        9.4 Horizontal Deformation Monitoring and Analysis 284

        9.5 Vertical Deformation Monitoring and Analysis 322

        10 Deformation Monitoring and Analysis: High-Definition Survey and Remote Sensing Techniques 329

        10.1 Introduction 330

        10.2 Laser Systems 330

        10.3 Interferometric Synthetic Aperture Radar Technologies 350

        10.4 Comparison of Laser (LiDAR) and Radar (InSAR) Technologies 376

        11 Deformation Monitoring and Analysis: Geotechnical and Structural Techniques 377

        11.1 Introduction 378

        11.2 Overview of Geotechnical and Structural Instrumentation 380

        11.3 Design of Geotechnical and Structural Monitoring Schemes 419

        11.4 Analysis of Geotechnical Measurements 422

        11.5 Integrated Deformation Monitoring System 437

        12 Mining Surveying 441

        12.1 Introduction 442

        12.2 Mining Terminology 445

        12.3 Horizontal Mine Orientation Surveys 446

        12.4 Transferring Levels or Heights Underground 483

        12.5 Volume Determination in Mines 491

        13 Tunneling Surveys 495

        13.1 Introduction 495

        13.2 Basic Elements and Methods of Tunneling Surveys 496

        13.3 Main Sources of Error in Tunneling Surveys 500

        13.4 Horizontal Design and Simulation of Tunneling Surveys 503

        13.5 Vertical Design and Simulation of Tunneling Surveys 508

        13.6 Numerical Example: Horizontal Breakthrough Analysis 512

        13.7 Examples of Tunneling Surveys 516

        13.8 Analysis of Underground Traverse Surveys 520

        14 Precision Alignment Surveys 527

        14.1 Introduction 527

        14.2 Direct Laser Alignment Technique 530

        14.3 Conventional Surveying Techniques of Alignment 530

        14.4 Optical-Tooling Techniques 538

        14.5 Metrology by Laser Interferometer Systems 559

        14.6 Alignment by Polar Measurement Systems 565

        14.7 Main Sources of Error in Alignment Surveys 573

        Appendix I: Extracts From Baarda’s Nomogram 575

        Appendix II: Commonly used Statistical Tables 577

        Appendix III: Tau Distribution Table for Significance Level α 581

        Appendix IV: Important Units 587

        References 589

        Index 607

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