Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
Adjustment computations : spatial data analysis / / Charles D. Ghilani
| Adjustment computations : spatial data analysis / / Charles D. Ghilani |
| Autore | Ghilani Charles D. |
| Edizione | [Sixth edition.] |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : Wiley, , 2018 |
| Descrizione fisica | 1 online resource (1 volume) : illustrations |
| Disciplina | 526.9 |
| Soggetto topico |
Surveying - Mathematics
Spatial analysis (Statistics) |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-119-39061-3
1-5231-2338-9 1-119-39066-4 1-119-39031-1 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction -- Observations and their analysis -- Random error theory -- Confidence intervals -- Statistical testing -- Propagation of random errors in indirectly measured quantities -- Error propagation in angle and distance observations -- Error propagation in traverse surveys -- Error propagation in elevation determination -- Weights of observations -- Principles of least squares -- Adjustment of level nets -- Precisions of indirectly determined quantities -- Adjustment of horizontal surveys : trilateration -- Adjustment of horizontal surveys : triangulation -- Adjustment of horizontal surveys : traverses and horizontal networks -- Adjustment of GNSS networks -- Coordinate transformations -- Error ellipse -- Constraint equations -- Blunder detection in horizontal networks -- The general least squares method and its application to curve fitting and coordinate transformations -- Three-dimensional geodetic network adjustment -- Combining GNSS and terrestrial observations -- Analysis of adjustments -- Computer optimization. |
| Record Nr. | UNINA-9910271051403321 |
Ghilani Charles D.
|
||
| Hoboken, New Jersey : , : Wiley, , 2018 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Adjustment computations : spatial data analysis / / Charles D. Ghilani
| Adjustment computations : spatial data analysis / / Charles D. Ghilani |
| Autore | Ghilani Charles D. |
| Edizione | [Sixth edition.] |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : Wiley, , 2018 |
| Descrizione fisica | 1 online resource (1 volume) : illustrations |
| Disciplina | 526.9 |
| Soggetto topico |
Surveying - Mathematics
Spatial analysis (Statistics) |
| ISBN |
1-119-39061-3
1-5231-2338-9 1-119-39066-4 1-119-39031-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction -- Observations and their analysis -- Random error theory -- Confidence intervals -- Statistical testing -- Propagation of random errors in indirectly measured quantities -- Error propagation in angle and distance observations -- Error propagation in traverse surveys -- Error propagation in elevation determination -- Weights of observations -- Principles of least squares -- Adjustment of level nets -- Precisions of indirectly determined quantities -- Adjustment of horizontal surveys : trilateration -- Adjustment of horizontal surveys : triangulation -- Adjustment of horizontal surveys : traverses and horizontal networks -- Adjustment of GNSS networks -- Coordinate transformations -- Error ellipse -- Constraint equations -- Blunder detection in horizontal networks -- The general least squares method and its application to curve fitting and coordinate transformations -- Three-dimensional geodetic network adjustment -- Combining GNSS and terrestrial observations -- Analysis of adjustments -- Computer optimization. |
| Record Nr. | UNINA-9910830154003321 |
|
Ghilani Charles D.
|
||
| Hoboken, New Jersey : , : Wiley, , 2018 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
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.
|
||
| Boston : , : Pearson, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||