Preface |
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xiii | |
Acknowledgements |
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xvii | |
Author |
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xix | |
Acronyms |
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xxi | |
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Chapter 1 Overview of GNSS |
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1 | (18) |
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1 | (1) |
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1 | (1) |
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1.3 Navigation and Positioning |
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2 | (1) |
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2 | (3) |
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1.5 History of Navigation Systems |
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5 | (11) |
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5 | (3) |
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8 | (4) |
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12 | (4) |
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1.6 Satellite-Based Navigation and Positioning Systems |
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16 | (3) |
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Chapter 2 Functional Segments of GNSS |
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19 | (20) |
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19 | (1) |
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19 | (10) |
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21 | (3) |
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2.2.2 GLONASS Space Segment |
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24 | (2) |
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2.2.3 Galileo Space Segment |
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26 | (2) |
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2.2.4 BeiDou Space Segment |
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28 | (1) |
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29 | (4) |
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2.3.1 GPS Control Segment |
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31 | (1) |
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2.3.2 GLONASS Control Segment |
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32 | (1) |
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2.3.3 Galileo Control Segment |
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32 | (1) |
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2.3.4 BeiDou Control Segment |
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33 | (1) |
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33 | (2) |
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2.5 Summary and Comparison of the Four Systems |
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35 | (4) |
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Chapter 3 Working Principle of GNSS |
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39 | (16) |
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39 | (1) |
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3.2 Triangulation and Trilateration |
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39 | (4) |
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3.3 Almanac and Ephemeris |
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43 | (1) |
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44 | (2) |
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46 | (1) |
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46 | (3) |
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3.7 Satellite Orbit and Location |
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49 | (2) |
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3.8 Signal-Related Parameters |
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51 | (4) |
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Chapter 4 GNSS Signals and Range Determination |
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55 | (32) |
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55 | (1) |
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4.2 Concepts of Radio Waves |
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55 | (5) |
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4.2.1 Electromagnetic Wave |
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55 | (2) |
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4.2.2 Electromagnetic Spectrum |
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57 | (1) |
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4.2.3 Source of Radio Waves |
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57 | (1) |
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4.2.4 Strength of Radio Waves |
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58 | (1) |
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4.2.5 Radio Transmitter and Receiver |
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59 | (1) |
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4.3 GNSS Signals---Carriers and Codes |
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60 | (1) |
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4.4 Information Carried by GNSS Signal |
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61 | (2) |
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63 | (4) |
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64 | (2) |
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66 | (1) |
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4.5.3 Broadcast Ephemeris |
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66 | (1) |
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4.5.4 Atmospheric Correction |
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67 | (1) |
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67 | (1) |
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67 | (1) |
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67 | (2) |
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4.7 Modulated Carrier Wave and Phase Shift |
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69 | (2) |
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4.8 Observables---Pseudorange and Carrier Phase |
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71 | (6) |
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4.8.1 Encoding by Phase Modulation |
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72 | (5) |
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4.9 Pseudorange Measurement |
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77 | (3) |
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77 | (2) |
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4.9.2 Lock and Time Shift |
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79 | (1) |
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4.9.3 Pseudoranging Equation |
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79 | (1) |
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4.10 Carrier Phase Measurement |
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80 | (7) |
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81 | (1) |
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4.1.02 Carrier Phase Measurement Equation |
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82 | (5) |
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Chapter 5 Errors and Accuracy Issues |
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87 | (28) |
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87 | (1) |
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5.2 Impacts of Errors in Pseudoranges |
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88 | (1) |
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5.3 Satellite Clock Error |
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89 | (2) |
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5.3.1 Relativistic Effects on the Satellite Clock |
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89 | (1) |
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5.3.2 Satellite Clock Drift |
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90 | (1) |
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91 | (5) |
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91 | (4) |
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95 | (1) |
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96 | (2) |
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98 | (1) |
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99 | (1) |
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5.8 Orbital/Ephemeris Errors |
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100 | (2) |
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5.8.1 Orbital Characteristics of Satellites |
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100 | (2) |
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5.9 Other Accuracy Related Issues |
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102 | (9) |
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5.9.1 Number of Satellites |
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102 | (2) |
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5.9.2 Dilution of Precision |
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104 | (6) |
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110 | (1) |
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5.10 Estimation of Error Budget |
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111 | (4) |
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Chapter 6 Positioning Methods |
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115 | (36) |
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115 | (1) |
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6.2 Classification of Positioning |
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115 | (1) |
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6.3 Point Positioning and Autonomous Positioning |
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116 | (2) |
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6.4 Differential Positioning and Relative Positioning |
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118 | (14) |
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6.4.1 Code-Based Differential Technique |
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120 | (2) |
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6.41.1 Position Domain and Measurement Domain Differential Strategies |
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122 | (1) |
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6.41.2 Real-Time and Post-Processed Techniques |
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123 | (1) |
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6.41.3 Autonomous and Inverted Techniques |
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123 | (2) |
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6.4.2 Carrier-Based Relative Technique |
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125 | (1) |
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126 | (2) |
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128 | (1) |
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129 | (3) |
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6.5 Autonomous Positioning |
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132 | (2) |
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6.6 Differential and Relative Correction Sources |
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134 | (2) |
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6.6.1 Communication (Radio) Link |
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135 | (1) |
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6.7 Processing Algorithms, Operational Mode and Other Enhancements |
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136 | (8) |
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6.7.1 Software Enhancements |
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138 | (1) |
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6.71.1 Clock-Aiding and Height-Aiding |
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138 | (1) |
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6.71.2 Using Carrier Phase Data to Smooth Pseudorange Data |
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139 | (1) |
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139 | (2) |
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6.7.2 Hardware Enhancements: GNSS and Other Sensors |
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141 | (3) |
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6.8 Miscellaneous Discussion |
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144 | (4) |
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6.8.1 Online Data Processing Services |
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145 | (3) |
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6.9 Summary of Positioning Methods |
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148 | (3) |
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Chapter 7 GNSS Augmentations and Other Navigation Satellite Systems |
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151 | (18) |
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151 | (1) |
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151 | (1) |
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152 | (8) |
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7.3.1 Satellite-Based Augmentation Systems |
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152 | (1) |
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153 | (2) |
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155 | (1) |
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156 | (1) |
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156 | (1) |
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157 | (1) |
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7.31.6 Other Government SBAS Systems |
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157 | (1) |
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7.31.7 Commercial SBAS Systems |
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157 | (1) |
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7.3.2 Ground-Based Augmentation Systems |
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158 | (1) |
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159 | (1) |
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159 | (1) |
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7.32.3 Augmentation Services from Trimble, Leica, and Others |
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159 | (1) |
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7.4 Regional Navigation Satellite Systems |
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160 | (3) |
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7.4.1 Quasi-Zenith Satellite System |
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160 | (1) |
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7.4.2 Indian Regional Navigational Satellite System (NavIC) |
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161 | (2) |
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7.5 Inertial Navigation System |
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163 | (1) |
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164 | (1) |
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7.7 Interoperability and Integrity of GNSS |
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165 | (4) |
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169 | (30) |
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169 | (1) |
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8.2 Receiver Architecture |
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169 | (8) |
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169 | (3) |
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172 | (2) |
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174 | (1) |
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8.2.4 Control and Display Unit |
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174 | (1) |
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175 | (1) |
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175 | (1) |
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176 | (1) |
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8.3 Signal Acquisition and Positioning |
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177 | (4) |
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178 | (1) |
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179 | (1) |
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180 | (1) |
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8.4 Classification of GNSS Receivers |
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181 | (5) |
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8.5 Receiver Independent Exchange Format |
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186 | (1) |
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8.6 Choosing a GNSS Receiver |
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186 | (7) |
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8.7 GNSS Receiver Manufacturers |
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193 | (1) |
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8.8 Smartphone for Survey |
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193 | (6) |
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199 | (28) |
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199 | (1) |
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200 | (4) |
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9.2.1 Celestial Equatorial Coordinate System |
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200 | (1) |
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9.2.2 Earth-Cantered Inertial Coordinate System |
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200 | (1) |
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9.2.3 Geographical Coordinate System |
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201 | (2) |
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9.2.4 Earth-Cantered Earth-Fixed Coordinate System |
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203 | (1) |
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204 | (2) |
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206 | (4) |
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208 | (1) |
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9.4.2 Indian Geodetic Datum |
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209 | (1) |
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9.4.3 International Terrestrial Reference System |
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209 | (1) |
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9.5 Ellipsoids and Datums Used in GNSS |
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210 | (4) |
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9.5.1 GNSS and Height Measurement |
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213 | (1) |
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214 | (13) |
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9.6.1 Selection of Projection |
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215 | (1) |
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9.6.2 Classification of Projections |
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216 | (1) |
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9.62.1 Cylindrical Projections |
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216 | (2) |
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9.62.2 Conical Projections |
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218 | (1) |
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9.62.3 Azimuthal Projections |
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219 | (1) |
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9.62.4 Miscellaneous Projections |
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220 | (1) |
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9.6.3 Projection Parameters |
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220 | (1) |
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221 | (1) |
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9.63.2 Angular Parameters |
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221 | (1) |
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222 | (1) |
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9.64.1 Polyconic Projection |
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222 | (1) |
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9.64.2 Lambert's Azimuthal Equal-Area Projection |
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223 | (1) |
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223 | (1) |
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9.64.4 Latitude/Longitude Geographic Coordinates |
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224 | (3) |
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Chapter 10 Applications of GNSS |
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227 | (32) |
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227 | (1) |
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10.2 Classification of GNSS Applications |
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227 | (4) |
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10.3 Surveying and Mapping |
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231 | (8) |
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10.3.1 Geodetic Control Survey |
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232 | (1) |
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233 | (1) |
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10.3.3 Structural Deformation Survey |
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233 | (2) |
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10.3.4 Construction Stakeout and Grading |
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235 | (1) |
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10.3.5 Coastal Engineering Surveys |
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236 | (1) |
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10.3.6 Photogrammetric Mapping Control |
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236 | (1) |
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10.3.7 Remote Sensing Applications Control Survey |
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237 | (1) |
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10.3.8 Geophysics, Geology, and Archaeological Survey |
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238 | (1) |
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239 | (4) |
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10.4.1 Automobile Navigation |
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240 | (1) |
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10.4.2 Aircraft/UAV Navigation |
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241 | (1) |
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10.4.3 Maritime Navigation |
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242 | (1) |
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10.4.4 Machine Control and Navigation |
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242 | (1) |
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10.4.5 Navigation for Bicyclers, Hikers, Climbers, and Pedestrians |
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242 | (1) |
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10.4.6 Space Flight and Satellite Navigation |
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243 | (1) |
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243 | (4) |
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244 | (1) |
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10.5.2 Parking Automation |
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245 | (1) |
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10.5.3 Tracking of Spacecraft |
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245 | (1) |
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10.5.4 Tracking of People |
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246 | (1) |
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10.6 Time-Related Applications |
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247 | (1) |
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247 | (1) |
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248 | (1) |
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10.9 Location-Based Services |
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248 | (2) |
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10.10 Scientific and Research Applications |
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250 | (2) |
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10.1.01 Atmospheric Study |
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251 | (1) |
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10.1.02 Tectonics and Seismology |
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251 | (1) |
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10.11 Animal Surveillance and Wildlife Applications |
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252 | (1) |
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10.12 Military Applications |
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253 | (2) |
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10.13 Precision Agriculture |
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255 | (1) |
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256 | (3) |
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Chapter 11 Surveying with GNSS |
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259 | (42) |
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259 | (1) |
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11.2 Surveying Techniques |
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259 | (3) |
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262 | (6) |
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268 | (1) |
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11.5 General Factors for GNSS Surveying |
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269 | (12) |
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269 | (1) |
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269 | (1) |
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11.5.3 Length of Baselines |
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270 | (1) |
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271 | (1) |
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271 | (2) |
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11.5.6 Measurement Redundancy |
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273 | (1) |
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11.5.7 Satellite Geometry |
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273 | (1) |
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11.5.8 Control Requirements |
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274 | (1) |
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11.5.9 Loop Closures and Baseline Differences |
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275 | (2) |
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11.5.10 Network Adjustment |
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277 | (1) |
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11.510.1 Minimally Constrained Adjustment |
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278 | (1) |
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11.510.2 Constrained Adjustment |
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278 | (1) |
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278 | (1) |
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11.510.4 Independent Baselines |
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278 | (1) |
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11.5.11 Independent Reoccupation of Stations |
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279 | (1) |
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11.5.12 Point or Line Offset |
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279 | (1) |
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280 | (1) |
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281 | (11) |
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11.6.1 Classic Static Technique |
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282 | (2) |
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11.6.2 Rapid Static Technique |
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284 | (2) |
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11.6.3 Pseudokinematic Technique |
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286 | (1) |
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11.6.4 Stop-and-Go Technique |
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286 | (2) |
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11.6.5 Continuous Kinematic Technique |
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288 | (1) |
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11.6.6 Real-Time Kinematic (RTK) Techniques |
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289 | (3) |
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11.7 Initialisation Techniques |
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292 | (4) |
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293 | (1) |
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11.7.2 Static Survey of New Point |
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293 | (1) |
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11.7.3 Known Baseline or Known Point |
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294 | (1) |
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294 | (1) |
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11.7.5 Recommended RTK Initialisation Procedure |
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295 | (1) |
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11.8 Personnel Management |
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296 | (5) |
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Chapter 12 Mapping with GNSS |
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301 | (16) |
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301 | (1) |
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12.2 Integration of Surveying Tools |
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301 | (3) |
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12.2.1 Achieving Instrument Independence |
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302 | (1) |
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302 | (1) |
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12.2.3 Optical Total Station Technology |
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302 | (1) |
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12.2.4 Servo-Driven and Robotic Optical Total Stations |
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303 | (1) |
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12.2.5 Impact on Surveying Operations |
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303 | (1) |
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12.3 Accuracy Standards and Specifications for Survey |
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304 | (3) |
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12.3.1 Class/Order of Survey |
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305 | (1) |
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12.3.2 Positional Accuracy |
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306 | (1) |
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12.4 Remote Sensing and Photogrammetric Control Point |
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307 | (1) |
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12.5 Intelligent Map and GNSS |
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308 | (3) |
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12.6 Map-aided Positioning and Navigation |
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311 | (2) |
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12.7 Scale, Detail, Accuracy, and Resolution of Map |
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313 | (4) |
Glossary |
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317 | (32) |
References |
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349 | (8) |
Index |
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357 | |