PS Selection Method for and Application to GB-SAR Monitoring of Dam Deformation

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Point</td><td class="align_center">P1</td><td class="align_center">P2</td><td class="align_center">P3</td><td class="align_center">P4</td><td class="align_center">P5</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left"><i>X</i> (m)</td><td class="align_center">169.8</td><td class="align_center">150.1</td><td class="align_center">125.4</td><td class="align_center">84.9</td><td class="align_center">49.8</td></tr><tr><td class="align_left"><i>Y</i> (m)</td><td class="align_center">1127.5</td><td class="align_center">1131.3</td><td class="align_center">1136.8</td><td class="align_center">1133.6</td><td class="align_center">1132.1</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Coordinates of the five points at the top of the dam in the image coordinate system.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: PS Selection Method for and Application to GB-SAR Monitoring of Dam Deformation 