Summary |
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xiii | |
Nomenclature |
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xv | |
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1 | (6) |
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1 | (1) |
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2 | (3) |
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5 | (2) |
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2 Subsidence Due to Hydrocarbon Production in the Netherlands |
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7 | (20) |
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2.1 Geological Background |
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7 | (8) |
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2.1.1 Hydrocarbon Reservoirs |
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7 | (2) |
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2.1.2 The Groningen Reservoir |
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9 | (1) |
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2.1.3 Reservoir Properties |
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9 | (4) |
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2.1.4 Subsidence Prediction Methodologies |
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13 | (2) |
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2.2 Subsidence Monitoring Using Leveling Measurements |
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15 | (3) |
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15 | (2) |
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17 | (1) |
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2.3 Geodetic Deformation Monitoring |
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18 | (7) |
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2.3.1 Adjustment and Testing Procedure |
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18 | (2) |
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2.3.2 Point-wise Multi-epoch Deformation Analysis |
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20 | (1) |
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2.3.3 Continuous Spatio-temporal Deformation Analysis |
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21 | (3) |
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2.3.4 Deformation Analysis of Subsidence Due to Gas Extraction |
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24 | (1) |
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25 | (2) |
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3 Persistent Scatterer InSAR |
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27 | (24) |
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3.1 Interferometric Processing |
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27 | (5) |
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29 | (1) |
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30 | (2) |
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3.1.3 Interferogram Computation |
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32 | (1) |
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3.2 Persistent Scatterer Selection |
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32 | (6) |
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3.2.1 Identification Methods of PS Candidates |
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33 | (2) |
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35 | (3) |
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3.3 Persistent Scatterer Phase Observations |
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38 | (3) |
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38 | (2) |
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3.3.2 Double-difference Observations |
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40 | (1) |
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41 | (8) |
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41 | (2) |
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3.4.2 Integer Least-Squares Estimation |
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43 | (3) |
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46 | (2) |
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3.4.4 DePSI Estimation Strategy |
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48 | (1) |
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49 | (2) |
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51 | (44) |
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4.1 Precision and Reliability in PSI |
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51 | (1) |
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4.2 Influence of Imperfections in the Functional Model |
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52 | (7) |
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53 | (1) |
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4.2.2 Sidelobe Observations |
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54 | (2) |
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4.2.3 Orbital Inaccuracies |
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56 | (1) |
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4.2.4 Phase Unwrapping in the Presence of Atmospheric Disturbances |
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57 | (2) |
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4.3 Imperfections in the Stochastic Model |
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59 | (8) |
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4.3.1 Measurement Precision |
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60 | (1) |
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4.3.2 Separation of Unmodeled Deformation and Atmospheric Signal |
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60 | (2) |
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4.3.3 Possibilities and Limitations of Variance Component Estimation |
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62 | (2) |
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4.3.4 Dilution of Precision |
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64 | (3) |
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4.4 Measurement Precision |
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67 | (9) |
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68 | (1) |
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4.4.2 InSAR A-priori Measurement Precision |
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69 | (2) |
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4.4.3 InSAR and Leveling Double-Difference Displacements |
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71 | (2) |
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4.4.4 Validation of the Stochastic Model |
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73 | (1) |
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4.4.5 InSAR A-posteriori Precision |
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74 | (2) |
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4.5 Idealization Precision for Deformation Monitoring |
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76 | (16) |
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4.5.1 Deformation Regimes |
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77 | (1) |
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4.5.2 PS Characterization |
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78 | (8) |
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4.5.3 The Use of A-priori Knowledge on the Deformation Signal |
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86 | (6) |
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92 | (3) |
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95 | (18) |
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5.1 Single-Track Datum Connection |
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96 | (2) |
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5.2 Multi-track Datum Connection |
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98 | (12) |
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5.2.1 Unified Radar Datum |
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98 | (6) |
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5.2.2 Connection of PSI Estimates |
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104 | (5) |
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109 | (1) |
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5.3 Decomposition of Line of Sight Deformation |
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110 | (1) |
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5.3.1 System of Equations |
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110 | (1) |
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5.3.2 Quadtree Decomposition |
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111 | (1) |
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111 | (2) |
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6 PSI Subsidence Monitoring in Groningen |
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113 | (54) |
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6.1 InSAR Processing Strategy |
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113 | (11) |
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6.1.1 Data Coverage and Master Selection |
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113 | (5) |
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6.1.2 Generation of Interferograms |
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118 | (2) |
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120 | (4) |
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6.2 ERS and Envisat PSI Results |
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124 | (5) |
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6.2.1 ERS Deformation Estimates |
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124 | (4) |
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6.2.2 Envisat Deformation Estimates |
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128 | (1) |
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129 | (12) |
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6.3.1 Precision of PSI Estimates |
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130 | (3) |
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6.3.2 Unmodeled Residual Components |
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133 | (8) |
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141 | (6) |
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141 | (4) |
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6.4.2 Displacement Vector Decomposition |
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145 | (2) |
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6.5 Idealization Precision for Deformation Monitoring |
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147 | (19) |
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6.5.1 Identification of Deformation Regimes |
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148 | (5) |
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6.5.2 Shallow and Deep Subsurface Movements in Groningen |
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153 | (2) |
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6.5.3 PS Characterization |
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155 | (7) |
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6.5.4 On the Use of A-priori Knowledge on the Deformation Signal |
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162 | (4) |
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166 | (1) |
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7 Cross-Validation and Operational Implementation |
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167 | (32) |
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7.1 Precision and Spatio-Temporal Observation Frequency |
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167 | (12) |
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7.1.1 PSI and Leveling Deformation Estimates |
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167 | (2) |
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7.1.2 Setup for the Evaluation of Spatio-Temporal Sampling |
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169 | (1) |
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170 | (3) |
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173 | (6) |
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7.2 Comparison of PSI and Leveling Deformation Estimates |
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179 | (14) |
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7.2.1 Parameterization of the Agreement between PSI and Leveling |
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181 | (3) |
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7.2.2 PSI and Leveling Displacement Rates |
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184 | (5) |
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7.2.3 PSI and Leveling Displacements |
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189 | (4) |
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7.3 The Integration of Geodetic Measurement Techniques |
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193 | (4) |
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194 | (1) |
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7.3.2 The Integration of Leveling and PSI |
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195 | (2) |
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197 | (2) |
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8 Discussion and Future Subsidence Monitoring |
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199 | (12) |
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8.1 Precision and Reliability |
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199 | (2) |
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8.2 Separation of Deformation Regimes |
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201 | (2) |
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8.3 PSI and Reservoir Behavior |
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203 | (4) |
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8.3.1 Temporal Behavior of Subsidence Due to Gas Extraction |
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203 | (4) |
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8.3.2 Spatial Behavior of Subsidence Due to Gas Extraction |
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207 | (1) |
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8.4 Future Subsidence Monitoring |
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207 | (4) |
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9 Conclusions and Recommendations |
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211 | (8) |
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211 | (5) |
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212 | (1) |
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212 | (1) |
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213 | (1) |
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9.1.4 Deformation Regimes |
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214 | (1) |
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9.1.5 Cross-Validation PSI and Leveling |
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215 | (1) |
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9.1.6 Hydrocarbon Reservoir Behavior |
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215 | (1) |
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216 | (1) |
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216 | (1) |
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217 | (2) |
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Appendix 1 Location of Research Areas |
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219 | (2) |
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Appendix 2 PSI and Leveling Displacement Profiles |
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221 | (10) |
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A2.1 PSI (Track 380,487) and Leveling (Free Network Adjustments) |
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221 | (2) |
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A2.2 PSI (Track 380,487) and Leveling (SuMo Analysis) |
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223 | (8) |
Bibliography |
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231 | (8) |
About the Author |
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239 | (2) |
Index |
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241 | |