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Geodesy: Introduction to Geodetic Datum and Geodetic Systems 2014 ed. [Kõva köide]

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  • Formaat: Hardback, 401 pages, kõrgus x laius: 235x155 mm, kaal: 7568 g, 15 Illustrations, color; 132 Illustrations, black and white, 1 Hardback
  • Ilmumisaeg: 11-Jun-2014
  • Kirjastus: Springer-Verlag Berlin and Heidelberg GmbH & Co. K
  • ISBN-10: 3642412440
  • ISBN-13: 9783642412448
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Geodesy: Introduction to Geodetic Datum and Geodetic Systems 2014 ed.Suurem pilt
  • Formaat: Hardback, 401 pages, kõrgus x laius: 235x155 mm, kaal: 7568 g, 15 Illustrations, color; 132 Illustrations, black and white, 1 Hardback
  • Ilmumisaeg: 11-Jun-2014
  • Kirjastus: Springer-Verlag Berlin and Heidelberg GmbH & Co. K
  • ISBN-10: 3642412440
  • ISBN-13: 9783642412448
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9783642412448.html
Märksõnad:

A full introduction to geodetic data and systems written by well-known experts in their respective fields, this book is an ideal text for courses in geodesy and geomatics covering everything from coordinate and gravimetry data to geodetic systems of all types.



Geodetic datum (including coordinate datum, height datum, depth datum, gravimetry datum) and geodetic systems (including geodetic coordinate system, plane coordinate system, height system, gravimetry system) are the common foundations for every aspect of geomatics. This course book focuses on geodetic datum and geodetic systems, and describes the basic theories, techniques, methods of geodesy. The main themes include: the various techniques of geodetic data acquisition, geodetic datum and geodetic control networks, geoid and height systems, reference ellipsoid and geodetic coordinate systems, Gaussian projection and Gaussian plan coordinates and the establishment of geodetic coordinate systems. The framework of this book is based on several decades of lecture noted and the contents are developed systematically for a complete introduction to the geodetic foundations of geomatics.

Arvustused

From the book reviews:

The present work integrates both classical materials and modern developments in geodesy, it describes pure theoretical approaches and recent practical applications. The book can be used as a general textbook for undergraduates studying geomatics and survejing and mapping in higher education institutions. For technicians who are engaged in geomatic and surveying engineering, the book is strongly recommended as a basic and useful reference guide. (Claudia-Veronika Meister, zbMATH, Vol. 1296, 2014)

1 Introduction
1(20)
1.1 Objectives and Classifications of Geodesy
1(2)
1.1.1 Objectives of Geodesy
1(1)
1.1.2 Classifications of Geodesy
2(1)
1.2 Applications of Geodesy
3(9)
1.2.1 Applications of Geodesy in Topographic Mapping, Engineering Construction, and Transportation
3(2)
1.2.2 Applications of Geodesy in Space Technology
5(1)
1.2.3 Applications of Geodesy in Geoscience Research
6(2)
1.2.4 Applications of Geodesy in Resource Development, Environmental Monitoring, and Protection
8(2)
1.2.5 Applications of Geodesy in Disaster Prevention, Resistance, and Mitigation
10(2)
1.3 Brief History and Trends in the Development of Geodesy
12(9)
1.3.1 Brief History of Geodesy
12(4)
1.3.2 Trends in the Development of Geodesy
16(3)
Review and Study Questions
19(2)
2 Geodetic Data Collection Techniques
21(50)
2.1 Terrestrial Triangulateration
21(12)
2.1.1 Angle Measurement
21(6)
2.1.2 Distance Measurement
27(3)
2.1.3 Astronomical Measurement
30(3)
2.2 Height Measurement
33(4)
2.2.1 Leveling
33(2)
2.2.2 Trigonometric Leveling
35(2)
2.3 Space Geodetic Surveying
37(21)
2.3.1 GPS Surveying
37(6)
2.3.2 Satellite Laser Ranging
43(4)
2.3.3 Very Long Baseline Interferometry
47(6)
2.3.4 Satellite Altimetry
53(5)
2.4 Gravimetry
58(13)
2.4.1 Absolute Gravimetry
58(4)
2.4.2 Relative Gravimetry
62(1)
2.4.3 Airborne Gravimetry
62(4)
2.4.4 Satellite Gravimetry
66(2)
Review and Study Questions
68(3)
3 Geodetic Datum and Geodetic Control Networks
71(60)
3.1 The Horizontal Datum and Horizontal Control Networks
72(15)
3.1.1 Geodetic Origin and the Horizontal Datum
72(2)
3.1.2 Methods of Establishing a Horizontal Control Network
74(2)
3.1.3 Principles of Establishing a National Horizontal Control Network
76(2)
3.1.4 Plans for Establishing a National Control Network
78(5)
3.1.5 Establishment of a Horizontal Control Network
83(4)
3.2 The Vertical Datum and Vertical Control Networks
87(8)
3.2.1 The Vertical Datum and Leveling Origin
87(3)
3.2.2 The Sounding Datum
90(1)
3.2.3 Plans for Establishing China's National Vertical Control Network and Its Precision
91(2)
3.2.4 Leveling Route Design, Benchmark Site Selection, and Monumentation
93(2)
3.3 The Three-Dimensional Coordinate Datum and Satellite Geodetic Control Networks
95(25)
3.3.1 The Three-Dimensional Coordinate Datum
96(19)
3.3.2 Establishment of Satellite Geodetic Control Networks
115(5)
3.4 The Gravity Datum and Gravity Control Networks
120(11)
3.4.1 The Gravity Datum
121(2)
3.4.2 Basic Gravimetric Networks in China
123(4)
3.4.3 Establishment of China's National Gravity Networks
127(3)
Review and Study Questions
130(1)
4 The Geoid and Different Height Systems
131(34)
4.1 Gravity Potential of the Earth and Geoid
132(13)
4.1.1 Gravity and Gravity Potential
132(5)
4.1.2 Earth Gravity Field Model
137(5)
4.1.3 Level Surface and the Geoid
142(3)
4.2 Earth Ellipsoid and Normal Ellipsoid
145(6)
4.2.1 Earth Ellipsoid
145(2)
4.2.2 Normal Ellipsoid and Normal Gravity
147(3)
4.2.3 Disturbing Potential
150(1)
4.3 Height Systems
151(7)
4.3.1 Requirements for Selecting Height Systems
151(1)
4.3.2 Non-uniqueness of Leveled Height
152(1)
Contents xvii
4.3.3 Orthometric Height
153(1)
4.3.4 Normal Height
154(1)
4.3.5 Dynamic Height
155(2)
4.3.6 Geopotential Number
157(1)
4.3.7 Geodetic Height
157(1)
4.4 Relationship and Transformation Between Different Height Systems
158(7)
4.4.1 Relationship Between Orthometric Height, Normal Height, and Geodetic Height
158(2)
4.4.2 Determination of Height Anomaly or Geoid Height
160(2)
4.4.3 Grid Models of Height Anomaly or Geoid Height
162(1)
Review and Study Questions
163(2)
5 Reference Ellipsoid and the Geodetic Coordinate System
165(100)
5.1 Fundamentals of Spherical Trigonometry
165(5)
5.1.1 Spherical Triangle
165(1)
5.1.2 Spherical Excess
166(1)
5.1.3 Formulae for Spherical Trigonometry
167(3)
5.2 Reference Ellipsoid
170(6)
5.2.1 Reference Surface for Geodetic Surveying Computations
170(3)
5.2.2 Geometric Parameters of the Reference Ellipsoid and Their Correlations
173(3)
5.3 Relationship Between the Geodetic Coordinate System and the Geodetic Spatial Rectangular Coordinate System
176(6)
5.3.1 Definitions of the Geodetic Coordinate System and the Geodetic Spatial Rectangular Coordinate System
176(1)
5.3.2 Expressions of the Ellipsoidal Normal Length
177(2)
5.3.3 Transformation Between Geodetic and Cartesian Coordinates
179(3)
5.4 Normal Section and Geodesic
182(31)
5.4.1 Radius of Curvature of a Normal Section in an Arbitrary Direction
182(6)
5.4.2 Radius of Curvature of the Meridian, Radius of Curvature in the Prime Vertical, and Mean Radius of Curvature
188(4)
5.4.3 Length of a Meridian Arc and Length of a Parallel Arc
192(8)
5.4.4 Reciprocal Normal Sections
200(4)
5.4.5 The Geodesic
204(7)
5.4.6 Solution of Ellipsoidal Triangles
211(2)
5.5 Relationship Between Terrestrial Elements of Triangulateration and the Corresponding Ellipsoidal Elements
213(20)
5.5.1 Significance of and Requirements for Reduction of Terrestrial Triangulateration Elements to the Ellipsoid
213(2)
5.5.2 Reduction of Horizontal Directions to the Ellipsoid
215(7)
5.5.3 Reduction of the Observed Zenith Distance
222(3)
5.5.4 Reduction of the Observed Slope Distance to the Ellipsoid
225(3)
5.5.5 Relationship Between Astronomical Longitude and Latitude and Geodetic Longitude and Latitude (Formula for Deflection of the Vertical)
228(3)
5.5.6 Relationship Between Astronomical Azimuth and Geodetic Azimuth (Laplace Azimuth Formula)
231(2)
5.6 Relationship Between the Geodetic Coordinate System and the Geodesic Polar Coordinate System
233(32)
5.6.1 Geodesic Polar Coordinate Systems and the Solution of Geodetic Problems
233(3)
5.6.2 Series Expansions of the Solution of the Geodetic Problem
236(3)
5.6.3 Bessel's Formula for the Solution of the Geodetic Problem
239(10)
5.6.4 Computations of Bessel's Direct Solution of the Geodetic Problem
249(6)
5.6.5 Computations of Bessel's Inverse Solution of the Geodetic Problem
255(6)
Review and Study Questions
261(4)
6 Gauss and UTM Conformal Projections and the Plane Rectangular Coordinate System
265(62)
6.1 Overview of Projection
265(3)
6.1.1 Aims of Projection
265(1)
6.1.2 Definition of Projection
266(1)
6.1.3 Conformal Projection and Conformality
267(1)
6.2 General Condition for Conformal Projection
268(6)
6.2.1 Overview
268(1)
6.2.2 Expression of Scale Factor
269(3)
6.2.3 General Condition for Conformal Projection
272(2)
6.3 Fundamentals of the Gauss Projection
274(5)
6.3.1 History and Development of the Gauss Projection
274(1)
6.3.2 Conditions for Gauss Projection
275(1)
6.3.3 Zone-Dividing of the Gauss Projection
276(2)
6.3.4 Natural Coordinates and False (Biased) Coordinates
278(1)
6.4 Direct and Inverse Solutions of the Gauss Projection and Transformation Between Adjacent Zones
279(20)
6.4.1 Formula for Direct Solution of the Gauss Projection
279(9)
6.4.2 Formula for Inverse Solution of the Gauss Projection
288(7)
6.4.3 Transformation of Gauss Plane Coordinates Between Adjacent Zones
295(4)
6.5 Elements of the Geodetic Control Network Reduced to the Gauss Plane
299(24)
6.5.1 Reduction of the Geodetic Control Network on the Ellipsoid to the Gauss Plane
299(3)
6.5.2 Arc-to-Chord Correction
302(6)
6.5.3 Correction of Distance
308(10)
6.5.4 Grid Convergence
318(4)
6.5.5 Computation of Grid Bearing
322(1)
6.6 Universal Transverse Mercator Projection
323(4)
6.6.1 Definition of UTM Projection
323(1)
6.6.2 Computational Formula for UTM Projection
324(2)
Review and Study Questions
326(1)
7 Establishment of Geodetic Coordinate Systems
327(58)
7.1 Euler Angles in Geodetic Coordinate Systems
327(5)
7.1.1 Vector Analysis in Coordinate Transformations
327(2)
7.1.2 Coordinate Transformations in Terms of Euler Angles as Rotation Parameters
329(3)
7.1.3 Generalized Formulae for Deflection of the Vertical and Laplace Azimuth
332(1)
7.2 Transformation Between Different Geodetic Coordinate Systems
332(8)
7.2.1 Transformation Between Different Geodetic Cartesian Coordinate Systems
332(3)
7.2.2 Transformation Between Different Geodetic Coordinate Systems
335(4)
7.2.3 Grid Model of Coordinate Transformation
339(1)
7.3 Classical Methods for Ellipsoid Orientation
340(8)
7.3.1 Geodetic Origin Data and Ellipsoid Orientation
340(3)
7.3.2 Arc Measurement Equation
343(5)
7.3.3 Significance of the Classical Method of Ellipsoid Orientation in Understanding the Principle of Establishing a Modem Geodetic Coordinate System
348(1)
7.4 Conventional Terrestrial Reference System
348(16)
7.4.1 The Geocentric Coordinate System and Its Application
348(4)
7.4.2 Definitions of the CTRS and the Conventional Terrestrial Reference Frame
352(5)
7.4.3 Establishment and Maintenance of the CTRF
357(4)
7.4.4 International Terrestrial Reference Frame and The World Geodetic System 1984
361(3)
7.5 Geodetic Coordinate Systems in China
364(21)
7.5.1 Beijing Coordinate System 1954
364(2)
7.5.2 China's National Geodetic Coordinate System 1980 (Xi'an Coordinate System 1980)
366(5)
7.5.3 Beijing Coordinate System 1954 (New)
371(4)
7.5.4 Geocentric Coordinate System 1978
375(1)
7.5.5 Geocentric Coordinate System 1988
376(1)
7.5.6 China Geodetic Coordinate System 2000
377(5)
Review and Study Questions
382(3)
Bibliography 385(12)
Index 397
Prof. Dr. Zhiping Lu, [email protected] Associate Prof. Dr. Shubo Qiao, [email protected] Information Engineering University Zhengzhou, Henan, P.R.China.