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Produktbild: Practical Geodesy

Practical Geodesy Using Computers

Fr. 72.90

inkl. gesetzl. MwSt., Versandkostenfrei

Beschreibung

Produktdetails

Einband

Taschenbuch

Erscheinungsdatum

21.12.2011

Verlag

Springer Berlin

Seitenzahl

308

Maße (L/B/H)

23.5/15.5/1.8 cm

Gewicht

493 g

Auflage

Softcover reprint of the original 1st ed. 1997

Sprache

Englisch

ISBN

978-3-642-64466-5

Beschreibung

Produktdetails

Einband

Taschenbuch

Erscheinungsdatum

21.12.2011

Verlag

Springer Berlin

Seitenzahl

308

Maße (L/B/H)

23.5/15.5/1.8 cm

Gewicht

493 g

Auflage

Softcover reprint of the original 1st ed. 1997

Sprache

Englisch

ISBN

978-3-642-64466-5

Herstelleradresse

Springer-Verlag KG
Sachsenplatz 4-6
1201 Wien
AT

Email: GPSR Kontakt

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  • Produktbild: Practical Geodesy
  • 1. Preamble.- 1.1 Welcome to the World of Geodesy.- 1.2 Organisation of this Book.- 1.3 Acknowledgements.- 2. BASIC Guidelines and Algorithms.- 2.1 Double-Precision Form for Numeric Constants.- 2.2 Error Messages.- 2.3 Conversion of BASIC Programs.- 2.4 Recasting Algorithms.- 2.4.1 Accuracy and Precision.- 2.4.2 Errors.- 3. Datums and Reference Systems.- 3.1 The Figure of the Earth.- 3.2 Vertical Datum.- 3.2.1 Definition of the Vertical Datum.- 3.3 Linear Units of Measurement.- 3.4 Geodetic Reference Datum.- 3.4.1 Defined Ellipsoids.- 3.4.2 Defining Parameters.- 3.4.2.1 An Era in the Science of Geodesy.- 3.4.2.2 Legal Metres or International Metres.- 3.4.2.3 Parameters and Associated Constants.- 3.4.3 Spheroidal Mapping Equations.- 3.4.4 Parameters and Associated Constants for the WGS84.- 3.5 Geodetic Reference Systems.- 3.5.1 Mercury Datum of 1960.- 3.5.2 World Geodetic System of 1960.- 3.5.3 World Geodetic System of 1966.- 3.5.4 World Geodetic System of 1972.- 3.5.5 World Geodetic System of 1984.- 3.5.5.1 Mathematical Relationship.- 3.5.5.2 Fundamental Geometrical Constants WGS84 and Others — World-wide.- 3.5.5.3 Revision of WGS84.- 3.5.6 Geodetic Reference System of 1980.- 3.5.7 North American Datum of 1983.- 3.5.8 Soviet Geocentric System of 1985.- 3.5.8.1 Fundamental Geometrical Constants SGS85 of the CIS.- 3.6 Space-based Positioning Systems.- 3.6.1 SGS85 to WGS84 Transformations.- 3.6.2 GPS and GLONASS Characteristics.- 3.7 Footnotes.- 3.7.1 Reference Systems.- 3.7.1.1 Reference System Errors.- 3.7.1.2 Geodetic Latitude and Longitude.- 3.7.1.3 Astronomie Latitude and Longitude.- 3.7.2 The Geodetic Datum Problem.- 3.7.2.1 Datum Definition.- 3.7.3 Datum and Ellipsoid.- 3.7.4 Datum as Co-ordinate System.- 3.7.5 Datum as Co-ordinates.- 3.7.6 Overlapping Datums.- 3.7.7 Mixing Co-ordinates.- 3.7.8 Blunder Detection.- 3.7.9 In Summary.- 4. Geodetic Arc Distances.- 4.1 The Great Elliptic Arc.- 4.2 The Normal Section.- 4.3 Geodesics.- 4.3.1 Geodesics up to 20 000 km by Kivioja’s Method.- 4.3.2 Direct Problem.- 4.3.2.1 Geodetic Line — Direct Problem — 1320 km.- 4.3.2.2 Geodetic Line — Direct Problem — 65 km.- 4.3.2.3 Geodetic Line — Direct Problem — 65 km.- 4.3.2.4 Geodetic Line — Direct Problem — 15 000 km.- 4.3.3 Inverse Problem.- 4.3.3.1 Geodetic Line — Inverse Problem — 65 km.- 4.3.3.2 Geodetic Line — Inverse Problem — 1320 km.- 4.3.3.3 Geodetic Line — Inverse Problem — 81 km.- 4.4 Calculation of the Arc of the Meridian.- 4.4.1 Direct Computation.- 4.4.2 Inverse Computation.- 5. Conformal Projections in General.- 5.1 Scope and Terminology.- 5.2 Conversions and Transformations.- 5.3 Symbology.- 5.4 Practice.- 6. Gauss-Krüger Projection.- 6.1 Transverse Mercator Projection System.- 6.1.1 Gauss-Krüger or Transverse Mercator Mapping Equations.- 6.2 Gauss-Krüger Projection Applications.- 6.2.1 Reference and GK-projection Systems of Australia.- 6.2.2 Reference and GK-projection Systems of the People’s Republic of China.- 6.2.3 Reference and GK-projection Systems of the CIS.- 6.2.4 Reference and GK-projection Systems of the Federal Republic of Germany.- 6.2.5 Reference and GK-projection Systems of Great Britain.- 6.2.6 Reference and GK-projection Systems of Ireland.- 6.2.7 Reference and GK-projection Systems of Italy.- 6.2.8 Reference and GK-projection Systems of Norway.- 6.2.9 Reference and SPC Systems of the USA.- 6.2.9.1 SPCS27 - Transverse Mercator - State Alaska Zone 6 - USA.- 6.2.9.2 SPCS27 - Transverse Mercator - The Hawaiian Islands - USA.- 6.2.9.3 SPCS83 - Transverse Mercator - State New Jersey - (New York - East) - USA.- 6.3 The Universal Transverse Mercator Grid System.- 6.3.1 Footnotes About the UTM Grid.- 6.3.2 UTM Grid Reference System of Australia.- 6.3.2.1 Australian Geodetic Datum.- 6.3.2.2 Geocentric Datum of Australia.- 6.3.2.3 Australian Map Grid.- 6.3.2.4 The Geodetic Datum for Australian Offshore Islands and External Territories.- 6.3.3 UTM Grid Reference System of Belgium.- 6.3.4 UTM Grid Reference System of East Africa.- 6.3.5 UTM Grid Reference System of North Africa.- 6.3.6 UTM Grid Reference System of Norway.- 6.4 Round-Trip Errors.- 6.4.1 Latitude and Longitude Round-Trip Errors.- 6.4.2 Easting and Northing Round-Trip Errors.- 7. Lambert’s Conformal Conical Projection.- 7.1 Quadrillage KilomètriqueSystème Lambert.- 7.1.1 Lambert’s Conformal Conical Mapping Equations.- 7.2 Lambert’s Conical Projection Applications.- 7.2.1 Reference and LCC-projection Systems of France.- 7.2.1.1 Lambert I - Zone Nord - France.- 7.2.1.2 Lambert I - Zone Nord - France.- 7.2.1.3 Lambert II - Zone Centre - France.- 7.2.1.4 Lambert III - Zone Sud- France.- 7.2.1.5 Lambert IV - Zone Corse - France.- 7.2.2 Reference and LCC-projection Systems of North Africa.- 7.2.2.1 Lambert’s Conical Projection of Morocco.- 7.2.3 Reference and LCC-projection Systems of Belgium.- 7.2.4 Reference and SPC Systems of the USA.- 7.2.4.1 SPCS27 - Lambert - State Alaska - Zone 10 - USA.- 7.2.4.2 SPCS27 - Lambert - American Samoa - USA.- 7.2.4.3 SPCS83 - Lambert - State Texas Central - USA.- 7.3 Accuracy.- 7.3.1 Latitude and Longitude Round-Trip Errors.- 7.3.2 Easting and Northing Round-Trip Errors.- 8. Oblique Mercator Projection.- 8.1 RSO and HOM Projections.- 8.1.1 Oblique Mercator Mapping Equations.- 8.1.2 Notes on Oblique Mercator.- 8.1.3 Description of the Borneo Rectified Skew Orthomorphic Grid.- 8.2 Oblique Mercator Projection Applications.- 8.2.1 Reference and OM-projection Systems of Borneo.- 8.2.2 Reference and OM-projection Systems of Alaska - USA.- 8.2.2.1 SPCS27 - Oblique Mercator - State Alaska Zone 1 - USA.- 8.2.2.2 SPCS83 - Oblique Mercator - State Alaska Zone 1 - USA.- 8.3 Accuracy.- 8.3.1 Latitude and Longitude Round-Trip Errors.- 8.3.2 Easting and Northing Round-Trip Errors.- 9. Spatial Co-ordinate Calculations.- 9.1 Curvilinear Geodetic Datum Transformation.- 9.1.1 Transformation Equations.- 9.1.2 Differential GPS.- 9.1.3 Similarity Transformations of Italy.- 9.1.3.1 Transformation Parameters of Italy.- 9.1.3.2 WGS84 to IGM1940 - Transformation - Italy.- 9.1.3.3 WGS84 to IGM1983 - Transformation - Italy.- 9.1.3.4 WGS84 to IGM1940 - Transformation - Italy.- 9.1.3.5 WGS84 to Bessel-Genoa - Transformation - Italy.- 9.1.4 Similarity Transformations of Ireland.- 9.1.4.1 Transformation Parameters of Ireland.- 9.1.4.2 Primary Control Stations in Ireland.- 9.1.4.3 Services of Ordnance Survey.- 9.1.5 Similarity Transformations of the Netherlands.- 9.1.5.1 Transformation Parameters of the Netherlands.- 9.1.5.2 Bessel-Amersfoort to WGS84 Transformation - the Netherlands.- 9.1.5.3 Bessel-Amersfoort to WGS84 Transformation - the Netherlands.- 9.1.6 Cartesian Co-ordinates.- 9.1.6.1 Cartesian Co-ordinates - South-West Pacific.- 9.1.6.2 Cartesian Co-ordinates - Switzerland.- 9.2 Accuracy.- 9.2.1 Transformation Round-Trip Errors.- 9.3 Using Bi-linear Interpolation.- 9.3.1 Transformations Between Two Geodetic Datums.- 9.3.2 Bi-linear Interpolation Scheme.- 9.3.3 Transformation from Bessel to ED50 and Vice Versa - the Netherlands.- 9.3.4 Accuracy.- 10. Miscellaneous Co-ordinate Systems.- 10.1 Military Applications.- 10.1.1 Lambert Nord de Guerre - North-East France.- 10.2 Civil Applications.- 10.2.1 Gauss-Schreiber Grid.- 10.2.1.1 Gauss-Schreiber Co-ordinate System 1866 of Hannover.- 10.2.2 Redesigning a Local Co-ordinate System.- 10.2.2.1 Experimental Reference Systems - GK Oregon Tech. - USA.- 10.2.2.2 Experimental Reference Systems - LCC Oregon Tech. - USA.- 10.2.3 Conversion of Co-ordinates Between Projection Zones.- 10.2.3.1 CK42 Conversion from 6° Wide Zone into 3° and 6° Wide Zones - Bulgaria.- 10.2.3.2 CK42 Conversion from 3° Wide Zone into 6° Wide Zone - Bulgaria.- 10.2.4 Conversion of Co-ordinates Between Projection Systems.- 10.2.4.1 SPCS27 - Lambert - Texas North Central - USA.- 10.2.4.2 UTM - Universal Transverse Mercator Grid - USA.- 11. Appendix.- 11.1 The World Geographic Reference System.- 11.2 Some Non-Standard Grid Systems in Current Use.- 11.3 Topographic Mapping of Antarctica.- 11.4 Spatial Databases.- 11.5 Organisation of the International Earth Rotation Service.- 11.5.1 IERS Reference System.- 11.6 List of Acronyms and Abbreviations.- 11.7 Programs.- 11.7.1 ELLIDATA.BAS.- 11.7.2 REFGRS00.BAS.- 11.7.3 BDG00000.BAS.- 11.7.4 GBD00000.BAS.- 11.7.5 GK000000.BAS.- 11.7.6 LCC00000.BAS.- 11.7.7 OM000000.BAS.- 11.7.8 TRM00000.BAS.- 11.7.9 RDED003x.BAS.- 11.7.10 Footnotes on the Programs.- 12. Bibliography and Indices.- 12.1 Index of Subjects.- 12.2 Index of Authors.- 12.3 Bibliography.