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NIMA DEFINITION On 1 October 1996 the Defense Mapping Agency (DMA) was incorporated into a new agency, the National Imagery and Mapping Agency (NIMA). NATIONAL IMAGERY AND MAPPING AGENCY The National Imagery and Mapping Agency provides timely, relevant and accurate imagery, imagery intelligence and geospatial information in support of national security objectives. iii
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Page 2 and 3: AMENDMENT 1 3 January 2000 DEPARTME
Page 4 and 5: PAGE B.7-6 The South American Geoce
Page 8 and 9: ACKNOWLEDGMENTS The National Imager
Page 10 and 11: National Imagery and Mapping Agency
Page 12 and 13: PREFACE This technical report defin
Page 14 and 15: EXECUTIVE SUMMARY The global geocen
Page 16 and 17: For Ocean Areas - Local Sounding Da
Page 18 and 19: AMENDMENT 1 TABLE OF CONTENTS PAGE
Page 20 and 21: 6.2.1 Formulas ....................
Page 22 and 23: 1. INTRODUCTION The National Imager
Page 24 and 25: 2. WGS 84 COORDINATE SYSTEM 2.1 Def
Page 26 and 27: Edition and Second Edition) between
Page 28 and 29: Table 2.2 Differences between WGS 8
Page 31 and 32: 2.2.2.2 Tidal Effects Tidal phenome
Page 33 and 34: This page is intentionally blank 2-
Page 35 and 36: 3.2 Defining Parameters 3.2.1 Semi-
Page 37 and 38: OCS orbit estimation process. Most
Page 39 and 40: Table 3.2 WGS 84 Parameter Values f
Page 41 and 42: 3.3.2 Physical Constants In additio
Page 43 and 44: If the MKS (Meter-Kilogram-Second)
Page 45 and 46: ⎛ 2 2 ⎞ ⎜ z u + E β = arctan
Page 47 and 48: The equations listed here for the a
Page 49 and 50: Pole Z Meridian Plane Reference γh
Page 51 and 52: 5.2 Gravity Potential (W) The Earth
Page 53 and 54: E-03=X10 -3 ; E-05=X10 -5 ; etc. Ta
Page 55 and 56: E-03=X10 -3 ; E-05=X10 -5 ; etc. Ta
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E-03=X10 -3 ; E-05=X10 -5 ; etc. Ta
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Table 5.2 EGM96 Gravity Anomaly Deg
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Table 5.2 EGM96 Gravity Anomaly Deg
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about the density of masses between
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γ = Average value of normal gravit
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7. WGS 84 RELATIONSHIPS WITH OTHER
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System, through a globally distribu
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f = flattening of the local geodeti
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8. ACCURACY OF WGS 84 COORDINATES 8
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8.2 Summary In summary, while WGS 8
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9. IMPLEMENTATION GUIDELINES 9.1 In
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9.1.3 Cartographic Applications The
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10. CONCLUSIONS/SUMMARY The refined
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REFERENCES 1. IERS Technical Note 2
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24. Ries, J.C., Eanes, R.J., Shum,
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APPENDIX A LIST OF REFERENCE ELLIPS
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REFERENCE ELLIPSOIDS FOR LOCAL GEOD
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Appendix A.1 Reference Ellipsoid Na
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APPENDIX B DATUM TRANSFORMATIONS DE
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DATUM TRANSFORMATION CONSTANTS GEOD
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Appendix B.1 Geodetic Datums/Refere
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Appendix B.1 Geodetic Datums/Refere
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Appendix B.2 Transformation Paramet
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Appendix B.10 Transformation Parame
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APPENDIX C DATUM TRANSFORMATIONS DE
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DATUM TRANSFORMATION CONSTANTS LOCA
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Appendix C.1 Local Geodetic Datums
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Appendix C.2 Non-Satellite Derived
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APPENDIX D MULTIPLE REGRESSION EQUA
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MULTIPLE REGRESSION EQUATIONS 1. GE
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Multiple Regression Equations (MREs
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APPENDIX E WGS 72 TO WGS 84 TRANSFO
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WGS 72 to WGS 84 TRANSFORMATION 1.
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APPENDIX F ACRONYMS F-1
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APPENDIX F ACRONYMS AGD 66 = Austra
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US = United States USNO = United St
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