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Datums and Map Projections For Remote Sensing, GIS and Surveying

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ISBN-10: 142007041X

ISBN-13: 9781420070415

Edition: 2nd 2008 (Revised)

Authors: Roger Lott, Jonathan Iliffe

List price: $76.95
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Description:

A practical guide to coordinate reference systems, Datums and Map Projections: For Remote Sensing, GIS and Surveyinghas become a key book for many students and professionals around the world. While retaining the benefits of the first edition - clear presentation assuming no prior knowledge, a problem-solving approach, practical examples and the combination of GPS-derived data from other sources - the rewritten and expanded second edition includes a revised structure that better groups common themes, greater scope and coverage of all possible types of coordinate reference systems, more examples and case studies from around the world, terminology of the ISO 1911, and color illustrations.
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Book details

List price: $76.95
Edition: 2nd
Copyright year: 2008
Publisher: Whittles Publishing Ltd
Publication date: 5/14/2008
Binding: Paperback
Pages: 192
Size: 6.00" wide x 9.25" long x 0.50" tall
Weight: 1.100
Language: English

Preface
Introduction
The context
Introduction to the concepts and the structure of this book
Coordinates and reference systems
The Earth - geoid and ellipsoid
The geoid
Models of the shape of the Earth - the ellipsoid
Coordinate systems
Coordinate system attributes
Coordinate systems for the sphere and ellipsoid
Geocentric Cartesian coordinates
Conversion between ellipsoidal and geocentric Cartesian coordinates
Map projection coordinates
Cartesian coordinates for engineering applications
Gravity-related systems (height and depth)
Miscellaneous coordinate systems
Datums and coordinate reference systems
Datum overview and classification
Geodetic datums and coordinate reference systems
Projected coordinate reference systems
Vertical systems
Engineering datums and coordinate reference systems
Image datums and coordinate reference systems
Compound coordinate reference systems
Coordinate reference system identification
CRS description
Registers of coordinate reference systems
Map Projections
Introduction
Map projections: fundamental concepts
Grids and graticules
Scale factor
Developable surfaces
Preserved features
Spheres and ellipsoids
Cylindrical projections
Cylindrical equidistant
Cylindrical equal area
The Mercator projection
Transverse Mercator
South-oriented Transverse Mercator
Oblique Mercator
Azimuthal projections
General azimuthal
Azimuthal equidistant
Azimuthal equal area
Stereographic
Gnomonic
Azimuthal orthographic
Azimuthal perspective projection
Conic projections
General conic
Conic equidistant
Albers equal area
Lambert Conformal Conic
Oblique conic
Non-geometric projection methods
Summary of information required
Map projection method formulae
Map projection parameter values
Computations within map projections
Designing a map projection
Transformations
Introduction
General characteristics of transformations
Transformations and conversions
Transformation multiplicity
Transformation accuracy
Transformation reversibility
Transformations between geocentric coordinate reference systems
Introduction
Three parameter geocentric transformation
Seven parameter geocentric transformation
Ten parameter geocentric transformation
Transformations between geographic coordinate reference systems
Introduction
Molodensky and Abridged Molodensky
Geographic offsets
Grid interpolation - NTv2 and NADCON
Indirect transformation between geographic coordinate reference systems
Transformation of 2D plane coordinates
Introduction
Compatibility of coordinate reference systems
Similarity transformation method
Affine transformation
Polynomials
Creating overlays in Google Earth
Transformation of GPS data onto a local site grid
Indirect transformations between projected coordinates
Coordinate operations for vertical coordinate reference systems
Introduction
Vertical offsets
The hub concept
Transformation between ellipsoidal and gravity-related heights
Geoid models
Height correction models
Transformations involving compound coordinate reference systems (CRSs)
Selecting a transformation
Introduction
Officially sanctioned transformations
Selecting from a transformation repository
Deriving your own transformation
Introduction
Choice of transformation method
Availability of control points
Geometric issues
Effect of ignoring geoid-ellipsoid separation
Evaluating results of the transformation
Global Navigation Satellite Systems
Introduction
The systems
Positioning with codes
Differential GNSS and augmentation systems
GNSS measurements using phase observations
Coordinate reference system considerations
Case Studies
Transformation of GPS data into a local coordinate reference system
Creation of a three-parameter geocentric transformation from an official national transformation
Designing a map projection
Calculations using map grid coordinates
Creating overlays in Google Earth
Terminology
Computations with spherical coordinates
Basic geometry of the ellipsoid
Introduction
Radii of curvature of the ellipsoid
Normal sections and geodesics
Forward computation of coordinates
Reverse computation of azimuth
Determination of points on the geodesic
The Molodensky equations
Determination of transformation parameter values by least squares
Introduction and least squares terminology
Two dimensional transformations of Cartesian coordinates
The Similarity transformation
The affine transformation
Second order polynomials
Three-dimensional transformations of Cartesian coordinates
The seven-parameter transformation
The ten-parameter geocentric transformation
Subsets of the seven-parameter geocentric transformation
Worked example
References & Further Reading
Index