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3D seismic technology : application to the exploration of sedimentary basins
| 3D seismic technology : application to the exploration of sedimentary basins |
| Pubbl/distr/stampa | London, : Geological Society, 2004 |
| Collana | memoir (Geological Society of London) |
| Soggetto topico |
Seismic tomography
Three-dimensional imaging Geomatics Sedimentary basins Geology Earth & Environmental Sciences Dynamic & Structural Geology |
| Soggetto non controllato | Seismic technology |
| ISBN |
1-78620-192-5
1-5231-2208-0 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9911004711003321 |
| London, : Geological Society, 2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Applied geomatics
| Applied geomatics |
| Pubbl/distr/stampa | Berlin : , : Springer Berlin Heidelberg |
| Descrizione fisica | 1 online resource |
| Disciplina | 526.9 |
| Soggetto topico | Geomatics |
| Soggetto genere / forma |
Periodicals.
Zeitschrift |
| ISSN | 1866-928X |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | AG |
| Record Nr. | UNISA-996211341503316 |
| Berlin : , : Springer Berlin Heidelberg | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Applied geomatics
| Applied geomatics |
| Pubbl/distr/stampa | Berlin : , : Springer Berlin Heidelberg |
| Descrizione fisica | 1 online resource |
| Disciplina | 526.9 |
| Soggetto topico |
Geomatics
Geomàtica |
| Soggetto genere / forma |
Periodicals.
Zeitschrift Revistes electròniques |
| ISSN | 1866-928X |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | AG |
| Record Nr. | UNINA-9910307935103321 |
| Berlin : , : Springer Berlin Heidelberg | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
BGC-Geomatics 2018 : 2018 Baltic Geodetic Congress : proceedings : 21-23 June 2018, Olsztyn, Poland / / IEEE Computer Society
| BGC-Geomatics 2018 : 2018 Baltic Geodetic Congress : proceedings : 21-23 June 2018, Olsztyn, Poland / / IEEE Computer Society |
| Pubbl/distr/stampa | Los Alamitos, California : , : IEEE Computer Society, , 2018 |
| Descrizione fisica | 1 online resource (380 pages) |
| Disciplina | 526.1 |
| Soggetto topico |
Geodesy
Geomatics |
| ISBN | 1-5386-4898-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISA-996279928403316 |
| Los Alamitos, California : , : IEEE Computer Society, , 2018 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
BGC-Geomatics 2018 : 2018 Baltic Geodetic Congress : proceedings : 21-23 June 2018, Olsztyn, Poland / / IEEE Computer Society
| BGC-Geomatics 2018 : 2018 Baltic Geodetic Congress : proceedings : 21-23 June 2018, Olsztyn, Poland / / IEEE Computer Society |
| Pubbl/distr/stampa | Los Alamitos, California : , : IEEE Computer Society, , 2018 |
| Descrizione fisica | 1 online resource (380 pages) |
| Disciplina | 526.1 |
| Soggetto topico |
Geodesy
Geomatics |
| ISBN | 1-5386-4898-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910284451503321 |
| Los Alamitos, California : , : IEEE Computer Society, , 2018 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Earth science informatics
| Earth science informatics |
| Pubbl/distr/stampa | Berlin : , : Springer-Verlag, , 2008- |
| Descrizione fisica | 1 online resource |
| Soggetto topico |
Geology - Research
Geomatics Electronics in earth sciences - Research |
| Soggetto genere / forma | Periodicals. |
| Soggetto non controllato | Geology - General |
| ISSN | 1865-0481 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Earth Sci Inform |
| Record Nr. | UNINA-9910143844603321 |
| Berlin : , : Springer-Verlag, , 2008- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Earth science informatics
| Earth science informatics |
| Pubbl/distr/stampa | Berlin : , : Springer-Verlag, , 2008- |
| Descrizione fisica | 1 online resource |
| Soggetto topico |
Geology - Research
Geomatics Electronics in earth sciences - Research |
| Soggetto genere / forma | Periodicals. |
| Soggetto non controllato | Geology - General |
| ISSN | 1865-0481 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Earth Sci Inform |
| Record Nr. | UNISA-996218530903316 |
| Berlin : , : Springer-Verlag, , 2008- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Elementary surveying : an introduaction to geomatics / / Charles D. Ghilani, Paul R. Wolf ; global edition contributions by Anthony Gidudu
| Elementary surveying : an introduaction to geomatics / / Charles D. Ghilani, Paul R. Wolf ; global edition contributions by Anthony Gidudu |
| Autore | Ghilani Charles D. |
| Edizione | [Fourteenth edition, Global edition.] |
| Pubbl/distr/stampa | Boston : , : Pearson, , 2015 |
| Descrizione fisica | 1 online resource (960 pages) : illustrations (some color) |
| Disciplina | 526.9 |
| Collana | Always Learning |
| Soggetto topico |
Surveying
Geomatics |
| ISBN | 1-292-06067-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Table of Contents -- Preface -- What's New -- Acknowledgments -- Chapter 1: Introduction -- 1.1 Definition of Surveying -- 1.2 Geomatics -- 1.3 History of Surveying -- 1.4 Geodetic and Plane Surveys -- 1.5 Importance of Surveying -- 1.6 Specialized Types of Surveys -- 1.7 Surveying Safety -- 1.8 Land and Geographic Information Systems -- 1.9 Federal Surveying and Mapping Agencies -- 1.10 The Surveying Profession -- 1.11 Professional Surveying Organizations -- 1.12 Surveying on the Internet -- 1.13 Future Challenges in Surveying -- Problems -- Bibliography -- Chapter 2: Units, Significant Figures, and Field Notes -- Part I: Units and Significant Figures -- 2.1 Introduction -- 2.2 Units of Measurement -- 2.3 International System of Units (SI) -- 2.4 Significant Figures -- 2.5 Rounding Off Numbers -- Part II: Field Notes -- 2.6 Field Notes -- 2.7 General Requirements of Handwritten Field Notes -- 2.8 Types of Field Books -- 2.9 Kinds of Notes -- 2.10 Arrangements of Notes -- 2.11 Suggestions for Recording Notes -- 2.12 Introduction to Survey Controllers -- 2.13 Transfer of Files from Survey Controllers -- 2.14 Digital Data File Management -- 2.15 Advantages and Disadvantages of Survey Controllers -- Problems -- Bibliography -- Chapter 3: Theory of Errors in Observations -- 3.1 Introduction -- 3.2 Direct and Indirect Observations -- 3.3 Errors in Measurements -- 3.4 Mistakes -- 3.5 Sources of Errors in Making Observations -- 3.6 Types of Errors -- 3.7 Precision and Accuracy -- 3.8 Eliminating Mistakes and Systematic Errors -- 3.9 Probability -- 3.10 Most Probable Value -- 3.11 Residuals -- 3.12 Occurrence of Random Errors -- 3.13 General Laws of Probability -- 3.14 Measures of Precision -- 3.15 Interpretation of Standard Deviation -- 3.16 The 50, 90, and 95 Percent Errors -- 3.17 Error Propagation -- 3.17.1 Error of a Sum.
3.17.2 Error of a Series -- 3.17.3 Error of a Products -- 3.17.4 Error of the Mean -- 3.18 Applications -- 3.19 Conditional Adjustment of Observations -- 3.20 Weights of Observations -- 3.21 Least-Squares Adjustment -- Problems -- Bibliography -- Chapter 4: Leveling-Theory, Methods, and Equipment -- Part I: Leveling-Theory and Methods -- 4.1 Introduction -- 4.2 Definitions -- 4.3 North American Vertical Datum -- 4.4 Curvature and Refraction -- 4.5 Methods for Determining Differences in Elevation -- 4.5.1 Measuring Vertical Distances by Taping or Electronic Methods -- 4.5.2 Differential Leveling -- 4.5.3 Barometric Leveling -- 4.5.4 Trigonometric Leveling -- Part II: Equipment for Differential Leveling -- 4.6 Categories of Levels -- 4.7 Telescopes -- 4.8 Level Vials -- 4.9 Tilting Levels -- 4.10 Automatic Levels -- 4.11 Digital Levels -- 4.12 Tripods -- 4.13 Hand Level -- 4.14 Level Rods -- 4.15 Testing and Adjusting Levels -- 4.15.1 Requirements for Testing and Adjusting Instruments -- 4.15.2 Adjusting for Parallax -- 4.15.3 Testing and Adjusting Level Vials -- 4.15.4 Preliminary Adjustment of the Horizontal Cross Hair -- 4.15.5 Testing and Adjusting the Line of Sight -- Problems -- Bibliography -- Chapter 5: Leveling-Field Procedures and Computations -- 5.1 Introduction -- 5.2 Carrying and Setting Up a Level -- 5.3 Duties of a Rodperson -- 5.4 Differential Leveling -- 5.5 Precision -- 5.6 Adjustments of Simple Level Circuits -- 5.7 Reciprocal Leveling -- 5.8 Three-Wire Leveling -- 5.9 Profile Leveling -- 5.9.1 Staking and Stationing the Reference Line -- 5.9.2 Field Procedures for Profile Leveling -- 5.9.3 Drawing and Using the Profile -- 5.10 Grid, Cross-Section, or Borrow-Pit Leveling -- 5.11 Use of the Hand Level -- 5.12 Sources of Error in Leveling -- 5.12.1 Instrumental Errors -- 5.12.2 Natural Errors -- 5.12.3 Personal Errors -- 5.13 Mistakes. 5.14 Reducing Errors and Eliminating Mistakes -- 5.15 Using Software -- Problems -- Bibliography -- Chapter 6: Distance Measurement -- Part I: Methods for Measuring Distances -- 6.1 Introduction -- 6.2 Summary of Methods for Making Linear Measurements -- 6.3 Pacing -- 6.4 Odometer Readings -- 6.5 Optical Rangefinders -- 6.6 Tacheometry -- 6.7 Subtense Bar -- Part II: Distance Measurements by Taping -- 6.8 Introduction to Taping -- 6.9 Taping Equipment and Accessories -- 6.10 Care of Taping Equipment -- 6.11 Taping on Level Ground -- 6.11.1 Lining In -- 6.11.2 Applying Tension -- 6.11.3 Plumbing -- 6.11.4 Marking Tape Lengths -- 6.11.5 Reading the Tape -- 6.11.6 Recording the Distance -- 6.12 Horizontal Measurements on Sloping Ground -- 6.13 Slope Measurements -- 6.14 Sources of Error in Taping -- 6.14.1 Incorrect Length of Tape -- 6.14.2 Temperature Other Than Standard -- 6.14.3 Inconsistent Pull -- 6.14.4 Sag -- 6.14.5 Tape Not Horizontal and Tape Off-Line -- 6.14.6 Improper Plumbing -- 6.14.7 Faulty Marking -- 6.14.8 Incorrect Reading or Interpolation -- 6.14.9 Summary of Effects of Taping Errors -- Part III: Electronic Distance Measurement -- 6.15 Introduction -- 6.16 Propagation of Electromagnetic Energy -- 6.17 Principles of Electronic Distance Measurement -- 6.18 Electro-Optical Instruments -- 6.19 Total Station Instruments -- 6.20 EDM Instruments Without Reflectors -- 6.21 Computing Horizontal Lengths from Slope Distances -- 6.21.1 Reduction of Short Lines by Elevation Differences -- 6.21.2 Reduction of Short Lines by Vertical Angles -- 6.22 Errors in Electronic Distance Measurement -- 6.22.1 Personal Errors -- 6.22.2 Instrumental Errors -- 6.22.3 Natural Errors -- 6.23 Using Software -- Problems -- Bibliography -- Chapter 7: Angles, Azimuths, and Bearings -- 7.1 Introduction -- 7.2 Units of Angle Measurement -- 7.3 Kinds of Horizontal Angles. 7.4 Direction of a Line -- 7.5 Azimuths -- 7.6 Bearings -- 7.7 Comparison of Azimuths and Bearings -- 7.8 Computing Azimuths -- 7.9 Computing Bearings -- 7.10 The Compass and the Earth's Magnetic Field -- 7.11 Magnetic Declination -- 7.12 Variations in Magnetic Declination -- 7.13 Software for Determining Magnetic Declination -- 7.14 Local Attraction -- 7.15 Typical Magnetic Declination Problems -- 7.16 Mistakes -- Problems -- Bibliography -- Chapter 8: Total Station Instruments -- Angle Observations -- Part I: Total Station Instruments -- 8.1 Introduction -- 8.2 Characteristics of Total Station Instruments -- 8.3 Functions Performed by Total Station Instruments -- 8.4 Parts of a Total Station Instrument -- 8.5 Handling and Setting up a Total Station Instrument -- 8.6 Servo-Driven and Remotely Operated Total Station Instruments -- Part II: Angle Observations -- 8.7 Relationship of Angles and Distances -- 8.8 Observing Horizontal Angles with Total Station Instruments -- 8.9 Observing Multiple Horizontal Angles by the Direction Method -- 8.10 Closing the Horizon -- 8.11 Observing Deflection Angles -- 8.12 Observing Azimuths -- 8.13 Observing Vertical Angles -- 8.14 Sights and Marks -- 8.15 Prolonging a Straight Line -- 8.16 Balancing-In -- 8.17 Random Traverse -- 8.18 Total Stations for Determining Elevation Differences -- 8.19 Adjustment of Total Station Instruments and Their Accessories -- 8.19.1 Adjustment of Plate-Level Vials -- 8.19.2 Adjustment of Tripods -- 8.19.3 Adjustment of Tribrachs -- 8.19.4 Adjustment of Plummets -- 8.19.5 Adjustment of Circular Level Bubbles -- 8.20 Sources of Error in Total Station Work -- 8.20.1 Instrumental Errors -- 8.20.2 Natural Errors -- 8.20.3 Personal Errors -- 8.21 Propagation of Random Errors in Angle Observations -- 8.22 Mistakes -- Problems -- Bibliography -- Chapter 9: Traversing -- 9.1 Introduction. 9.2 Observation of Traverse Angles or Directions -- 9.2.1 Traversing by Interior Angles -- 9.2.2 Traversing by Angles to the Right -- 9.2.3 Traversing by Deflection Angles -- 9.2.4 Traversing by Azimuths -- 9.3 Observation of Traverse Lengths -- 9.4 Selection of Traverse Stations -- 9.5 Referencing Traverse Stations -- 9.6 Traverse Field Notes -- 9.7 Angle Misclosure -- 9.8 Traversing with Total Station Instruments -- 9.9 Radial Traversing -- 9.10 Sources of Error in Traversing -- 9.11 Mistakes in Traversing -- Problems -- Chapter 10: Traverse Computations -- 10.1 Introduction -- 10.2 Balancing Angles -- 10.3 Computation of Preliminary Azimuths or Bearings -- 10.4 Departures and Latitudes -- 10.5 Departure and Latitude Closure Conditions -- 10.6 Traverse Linear Misclosure and Relative Precision -- 10.7 Traverse Adjustment -- 10.7.1 Compass (Bowditch) Rule -- 10.7.2 Least-Squares Method -- 10.8 Rectangular Coordinates -- 10.9 Alternative Methods for Making Traverse Computations -- 10.9.1 Balancing Angles by Adjusting Azimuths or Bearings -- 10.9.2 Balancing Departures and Latitudes by Adjusting Coordinates -- 10.10 Inversing -- 10.11 Computing Final Adjusted Traverse Lengths and Directions -- 10.12 Coordinate Computations in Boundary Surveys -- 10.13 Use of Open Traverses -- 10.14 State Plane Coordinate Systems -- 10.15 Traverse Computations Using Computers -- 10.16 Locating Blunders in Traverse Observations -- 10.17 Mistakes in Traverse Computations -- Problems -- Bibliography -- Chapter 11: Coordinate Geometry in Surveying Calculations -- 11.1 Introduction -- 11.2 Coordinate Forms of Equations for Lines and Circles -- 11.3 Perpendicular Distance from a Point to a Line -- 11.4 Intersection of Two Lines, Both Having Known Directions -- 11.5 Intersection of a Line with a Circle -- 11.6 Intersection of Two Circles -- 11.7 Three-Point Resection. 11.8 Two-Dimensional Conformal Coordinate Transformation. |
| Record Nr. | UNINA-9910153250103321 |
Ghilani Charles D.
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| Boston : , : Pearson, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Elementary Surveying : International Edition
| Elementary Surveying : International Edition |
| Autore | Ghilani Charles D |
| Edizione | [13th ed.] |
| Pubbl/distr/stampa | , : Pearson Education UK, , 2013 |
| Descrizione fisica | 1 online resource (983 pages) |
| Altri autori (Persone) | WolfPaul R |
| Soggetto topico |
Surveying
Geomatics |
| ISBN | 1-4479-3045-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Table of Contents -- PREFACE -- What's New in This Edition? -- Acknowledgments -- 1 INTRODUCTION -- 1.1 Definition of Surveying -- 1.2 Geomatics -- 1.3 History of Surveying -- 1.4 Geodetic and Plane Surveys -- 1.5 Importance of Surveying -- 1.6 Specialized Types of Surveys -- 1.7 Surveying Safety -- 1.8 Land and Geographic Information Systems -- 1.9 Federal Surveying and Mapping Agencies -- 1.10 The Surveying Profession -- 1.11 Professional Surveying Organizations -- 1.12 Surveying on the Internet -- 1.13 Future Challenges in Surveying -- Problems -- Bibliography -- 2 UNITS, SIGNIFICANT FIGURES, AND FIELD NOTES -- PART I: UNITS AND SIGNIFICANT FIGURES -- 2.1 Introduction -- 2.2 Units of Measurement -- 2.3 International System of Units (SI) -- 2.4 Significant Figures -- 2.5 Rounding Off Numbers -- PART II: FIELD NOTES -- 2.6 Field Notes -- 2.7 General Requirements of Handwritten Field Notes -- 2.8 Types of Field Books -- 2.9 Kinds of Notes -- 2.10 Arrangements of Notes -- 2.11 Suggestions for Recording Notes -- 2.12 Introduction to Data Collectors -- 2.13 Transfer of Files from Data Collectors -- 2.14 Digital Data File Management -- 2.15 Advantages and Disadvantages of Data Collectors -- Problems -- Bibliography -- 3 THEORY OF ERRORS IN OBSERVATIONS -- 3.1 Introduction -- 3.2 Direct and Indirect Observations -- 3.3 Errors in Measurements -- 3.4 Mistakes -- 3.5 Sources of Errors in Making Observations -- 3.6 Types of Errors -- 3.7 Precision and Accuracy -- 3.8 Eliminating Mistakes and Systematic Errors -- 3.9 Probability -- 3.10 Most Probable Value -- 3.11 Residuals -- 3.12 Occurrence of Random Errors -- 3.13 General Laws of Probability -- 3.14 Measures of Precision -- 3.15 Interpretation of Standard Deviation -- 3.16 The 50, 90, and 95 Percent Errors -- 3.17 Error Propagation -- 3.18 Applications.
3.19 Conditional Adjustment of Observations -- 3.20 Weights of Observations -- 3.21 Least-Squares Adjustment -- 3.22 Using Software -- Problems -- Bibliography -- 4 LEVELING-THEORY, METHODS, AND EQUIPMENT -- PART I: LEVELING-THEORY AND METHODS -- 4.1 Introduction -- 4.2 Definitions -- 4.3 North American Vertical Datum -- 4.4 Curvature and Refraction -- 4.5 Methods for Determining Differences in Elevation -- PART II: EQUIPMENT FOR DIFFERENTIAL LEVELING -- 4.6 Categories of Levels -- 4.7 Telescopes -- 4.8 Level Vials -- 4.9 Tilting Levels -- 4.10 Automatic Levels -- 4.11 Digital Levels -- 4.12 Tripods -- 4.13 Hand Level -- 4.14 Level Rods -- 4.15 Testing and Adjusting Levels -- Problems -- Bibliography -- 5 LEVELING-FIELD PROCEDURES AND COMPUTATIONS -- 5.1 Introduction -- 5.2 Carrying and Setting Up a Level -- 5.3 Duties of a Rodperson -- 5.4 Differential Leveling -- 5.5 Precision -- 5.6 Adjustments of Simple Level Circuits -- 5.7 Reciprocal Leveling -- 5.8 Three-Wire Leveling -- 5.9 Profile Leveling -- 5.10 Grid, Cross-Section, or Borrow-Pit Leveling -- 5.11 Use of the Hand Level -- 5.12 Sources of Error in Leveling -- 5.13 Mistakes -- 5.14 Reducing Errors and Eliminating Mistakes -- 5.15 Using Software -- Problems -- Bibliography -- 6 DISTANCE MEASUREMENT -- PART I: METHODS FOR MEASURING DISTANCES -- 6.1 Introduction -- 6.2 Summary of Methods for Making Linear Measurements -- 6.3 Pacing -- 6.4 Odometer Readings -- 6.5 Optical Rangefinders -- 6.6 Tacheometry -- 6.7 Subtense Bar -- PART II: DISTANCE MEASUREMENTS BY TAPING -- 6.8 Introduction to Taping -- 6.9 Taping Equipment and Accessories -- 6.10 Care of Taping Equipment -- 6.11 Taping on Level Ground -- 6.12 Horizontal Measurements on Sloping Ground -- 6.13 Slope Measurements -- 6.14 Sources of Error in Taping -- 6.15 Tape Problems -- 6.16 Combined Corrections in a Taping Problem. PART III: ELECTRONIC DISTANCE MEASUREMENT -- 6.17 Introduction -- 6.18 Propagation of Electromagnetic Energy -- 6.19 Principles of Electronic Distance Measurement -- 6.20 Electro-Optical Instruments -- 6.21 Total Station Instruments -- 6.22 EDM Instruments Without Reflectors -- 6.23 Computing Horizontal Lengths from Slope Distances -- 6.24 Errors in Electronic Distance Measurement -- 6.25 Using Software -- Problems -- Bibliography -- 7 ANGLES, AZIMUTHS, AND BEARINGS -- 7.1 Introduction -- 7.2 Units of Angle Measurement -- 7.3 Kinds of Horizontal Angles -- 7.4 Direction of a Line -- 7.5 Azimuths -- 7.6 Bearings -- 7.7 Comparison of Azimuths and Bearings -- 7.8 Computing Azimuths -- 7.9 Computing Bearings -- 7.10 The Compass and the Earth's Magnetic Field -- 7.11 Magnetic Declination -- 7.12 Variations in Magnetic Declination -- 7.13 Software for Determining Magnetic Declination -- 7.14 Local Attraction -- 7.15 Typical Magnetic Declination Problems -- 7.16 Mistakes -- Problems -- Bibliography -- 8 TOTAL STATION INSTRUMENTS -- ANGLE OBSERVATIONS -- PART I: TOTAL STATION INSTRUMENTS -- 8.1 Introduction -- 8.2 Characteristics of Total Station Instruments -- 8.3 Functions Performed by Total Station Instruments -- 8.4 Parts of a Total Station Instrument -- 8.5 Handling and Setting Up a Total Station Instrument -- 8.6 Servo-Driven and Remotely Operated Total Station Instruments -- PART II: ANGLE OBSERVATIONS -- 8.7 Relationship of Angles and Distances -- 8.8 Observing Horizontal Angles with Total Station Instruments -- 8.9 Observing Horizontal Angles by the Direction Method -- 8.10 Closing the Horizon -- 8.11 Observing Deflection Angles -- 8.12 Observing Azimuths -- 8.13 Observing Vertical Angles -- 8.14 Sights and Marks -- 8.15 Prolonging a Straight Line -- 8.16 Balancing-In -- 8.17 Random Traverse. 8.18 Total Stations for Determining Elevation Differences -- 8.19 Adjustment of Total Station Instruments and Their Accessories -- 8.20 Sources of Error in Total Station Work -- 8.21 Propagation of Random Errors in Angle Observations -- 8.22 Mistakes -- Problems -- Bibliography -- 9 TRAVERSING -- 9.1 Introduction -- 9.2 Observation of Traverse Angles or Directions -- 9.3 Observation of Traverse Lengths -- 9.4 Selection of Traverse Stations -- 9.5 Referencing Traverse Stations -- 9.6 Traverse Field Notes -- 9.7 Angle Misclosure -- 9.8 Traversing with Total Station Instruments -- 9.9 Radial Traversing -- 9.10 Sources of Error in Traversing -- 9.11 Mistakes in Traversing -- Problems -- 10 TRAVERSE COMPUTATIONS -- 10.1 Introduction -- 10.2 Balancing Angles -- 10.3 Computation of Preliminary Azimuths or Bearings -- 10.4 Departures and Latitudes -- 10.5 Departure and Latitude Closure Conditions -- 10.6 Traverse Linear Misclosure and Relative Precision -- 10.7 Traverse Adjustment -- 10.8 Rectangular Coordinates -- 10.9 Alternative Methods for Making Traverse Computations -- 10.10 Inversing -- 10.11 Computing Final Adjusted Traverse Lengths and Directions -- 10.12 Coordinate Computations in Boundary Surveys -- 10.13 Use of Open Traverses -- 10.14 State Plane Coordinate Systems -- 10.15 Traverse Computations Using Computers -- 10.16 Locating Blunders in Traverse Observations -- 10.17 Mistakes in Traverse Computations -- Problems -- Bibliography -- 11 COORDINATE GEOMETRY IN SURVEYING CALCULATIONS -- 11.1 Introduction -- 11.2 Coordinate Forms of Equations for Lines and Circles -- 11.3 Perpendicular Distance from a Point to a Line -- 11.4 Intersection of Two Lines, Both Having Known Directions -- 11.5 Intersection of a Line with a Circle -- 11.6 Intersection of Two Circles -- 11.7 Three-Point Resection -- 11.8 Two-Dimensional Conformal Coordinate Transformation. 11.9 Inaccessible Point Problem -- 11.10 Three-Dimensional Two-Point Resection -- 11.11 Software -- Problems -- Bibliography -- 12 AREA -- 12.1 Introduction -- 12.2 Methods of Measuring Area -- 12.3 Area by Division into Simple Figures -- 12.4 Area by Offsets from Straight Lines -- 12.5 Area by Coordinates -- 12.6 Area by Double-Meridian Distance Method -- 12.7 Area of Parcels with Circular Boundaries -- 12.8 Partitioning of Lands -- 12.9 Area by Measurements from Maps -- 12.10 Software -- 12.11 Sources of Error in Determining Areas -- 12.12 Mistakes in Determining Areas -- Problems -- Bibliography -- 13 GLOBAL NAVIGATION SATELLITE SYSTEMS-INTRODUCTION AND PRINCIPLES OF OPERATION -- 13.1 Introduction -- 13.2 Overview of GPS -- 13.3 The GPS Signal -- 13.4 Reference Coordinate Systems -- 13.5 Fundamentals of Satellite Positioning -- 13.6 Errors in Observations -- 13.7 Differential Positioning -- 13.8 Kinematic Methods -- 13.9 Relative Positioning -- 13.10 Other Satellite Navigation Systems -- 13.11 The Future -- Problems -- Bibliography -- 14 GLOBAL NAVIGATION SATELLITE SYSTEMS-STATIC SURVEYS -- 14.1 Introduction -- 14.2 Field Procedures in Satellite Surveys -- 14.3 Planning Satellite Surveys -- 14.4 Performing Static Surveys -- 14.5 Data Processing and Analysis -- 14.6 Sources of Errors in Satellite Surveys -- 14.7 Mistakes in Satellite Surveys -- Problems -- Bibliography -- 15 GLOBAL NAVIGATION SATELLITE SYSTEMS-KINEMATIC SURVEYS -- 15.1 Introduction -- 15.2 Planning of Kinematic Surveys -- 15.3 Initialization -- 15.4 Equipment Used in Kinematic Surveys -- 15.5 Methods Used in Kinematic Surveys -- 15.6 Performing Post Processed Kinematic Surveys -- 15.7 Communication in Real-Time Kinematic Surveys -- 15.8 Real-Time Networks -- 15.9 Performing Real-Time Kinematic Surveys -- 15.10 Machine Control -- 15.11 Errors in Kinematic Surveys. 15.12 Mistakes in Kinematic Surveys. |
| Record Nr. | UNINA-9910151651303321 |
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Ghilani Charles D
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| , : Pearson Education UK, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Esercizi di geomatica / Domenica Costantino, Maria Giuseppa Angelini
| Esercizi di geomatica / Domenica Costantino, Maria Giuseppa Angelini |
| Autore | Costantino, Domenica |
| Pubbl/distr/stampa | Martina Franca (TA) : Aesei, c2016 |
| Descrizione fisica | 253 p. ; 24 cm |
| Disciplina | 526 |
| Altri autori (Persone) | Angelini, Maria Giuseppaauthor |
| Soggetto topico | Geomatics |
| ISBN | 9788890957468 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ita |
| Record Nr. | UNISALENTO-991004274338507536 |
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Costantino, Domenica
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| Martina Franca (TA) : Aesei, c2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. del Salento | ||
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