张家口明长城景观廊道Sentinel-1影像SBAS形变监测示范研究
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何海英, 陈彩芬, 陈富龙, 唐攀攀
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Deformation monitoring along the landscape corridor of Zhangjiakou Ming Great Wall using Sentinel-1 SBAS-InSAR approach
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HE Haiying, CHEN Caifen, CHEN Fulong, TANG Panpan
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表2 升降轨沉降速率剖线测量值
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Tab.2 Measurements of ascending and descending vertical deformation profiles(mm·a-1)
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| 剖线Ⅰ | 剖线Ⅱ | 剖线Ⅲ | 剖线Ⅳ | | 升轨沉降速率 | 降轨沉降速率 | 升轨沉降速率 | 降轨沉降速率 | 升轨沉降速率 | 降轨沉降速率 | 升轨沉降速率 | 降轨沉降速率 | | -26.386 500 | -36.359 664 | -2.954 666 | -3.787 196 | -4.295 417 | -2.776 092 | -3.029 664 | -2.478 660 | | -23.221 746 | -30.817 969 | -4.743 141 | -7.881 187 | -2.506 129 | -2.619 370 | -2.880 021 | -2.698 201 | | -22.714 194 | -30.374 685 | -7.372 725 | -7.107 225 | -1.507 744 | -2.431 923 | -2.151 036 | -3.522 589 | | -23.615 474 | -30.359 094 | -8.140 943 | -6.869 733 | -0.311 431 | -2.613 713 | -1.978 628 | -4.144 786 | | -23.543 893 | -29.345 527 | -8.627 688 | -7.422 558 | -0.717 868 | -3.090 406 | -1.748 386 | -4.782 313 | | -23.374 061 | -29.196 741 | -8.467 884 | -8.232 046 | -2.652 864 | -2.517 831 | -0.431 528 | -2.531 183 | | -21.171 342 | -27.141 972 | -7.597 846 | -6.272 651 | -2.673 597 | -2.647 359 | 1.146 827 | 1.037 039 | | -20.007 305 | -27.036 656 | -5.700 915 | -3.545 717 | -4.462 548 | -3.822 364 | -0.518 566 | -1.215 172 | | -20.511 334 | -27.782 669 | -1.000 416 | -2.343 803 | -5.443 761 | -5.075 118 | -1.651 547 | -1.209 820 | | -19.954 611 | -27.064 594 | -1.160 462 | -2.475 457 | -3.300 535 | -5.246 339 | -3.534 750 | -2.576 534 | | -15.568 379 | -23.739 264 | -3.159 606 | -2.924 525 | -0.432 296 | -3.413 042 | -3.683 268 | -3.270 100 | | -10.927 718 | -23.326 770 | -6.981 864 | -3.587 688 | 1.056 834 | -1.087 861 | -3.860 244 | -2.825 739 | | -7.685 485 | -24.305 581 | -9.950 955 | -5.713 572 | 1.378 777 | 1.485 126 | -5.101 048 | -3.416 404 | | -1.134 007 | -19.275 776 | -13.391 594 | -7.084 895 | -1.031 696 | -0.010 015 | -4.242 044 | -3.341 172 | | -5.592 829 | -19.692 338 | -8.871 876 | -5.414 864 | -2.021 653 | -1.197 983 | -3.637 222 | -1.908 386 | | -6.037 808 | -19.051 580 | -6.126 122 | -1.374 303 | -2.796 964 | -2.629 911 | | | | -8.260 981 | -11.274 084 | -7.283 288 | -0.174 217 | -3.379 837 | -3.441 530 | | | | -9.759 655 | -7.831 146 | -10.272 661 | -3.401 144 | -3.132 522 | -3.763 355 | | | | -6.249 528 | -7.195 139 | -11.418 052 | -7.455 137 | -2.651 378 | -4.778 665 | | | | -3.935 778 | -6.614 104 | -9.772 344 | -5.020 131 | -0.793 225 | -6.553 204 | | | | | -6.512 675 | -4.355 627 | -1.774 932 | -2.209 514 | | | | | -7.287 250 | -4.826 895 | | | | | | | -9.053 184 | -4.979 769 | | | | | | | -9.107 149 | -4.379 564 | | | | | | | -8.193 869 | -5.001 902 | | | | | | 剖线Ⅰ | 剖线Ⅱ | 剖线Ⅲ | 剖线Ⅳ | | 升轨沉降速率 | 降轨沉降速率 | 升轨沉降速率 | 降轨沉降速率 | 升轨沉降速率 | 降轨沉降速率 | 升轨沉降速率 | 降轨沉降速率 | | | -6.870 626 | -4.661 846 | | | | | | | -5.238 107 | -5.061 211 | | | | | | | -4.095 639 | -7.598 280 | | | | | | | -6.956 030 | -9.836 517 | | | | | | | -8.646 734 | -9.555 167 | | | | |
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