滑坡参数反演计算表格

0.724 0.775 0.826
0.734 0.785 0.836
0.744 0.795 0.846
0.754 0.805 0.856
0.764 0.815 0.866
0.774 0.825 0.876
0.784 0.835 0.886
0.794 0.845 0.896
0.804 0.855 0.906
10 0.610 0.646 0.682 0.718 0.754 0.790 0.826 0.862 0.898
8-8暴雨反演 11
0.642 0.678 0.714 0.750 0.786 0.822 0.858 0.894 0.930
12 0.674 0.710 0.746 0.782 0.818 0.854 0.890 0.926 0.962
11 0.908 0.918 0.928 0.938 0.948 0.958 0.968 0.978 0.988 0.998 1.008 1.018 1.028 1.038 1.048
12 0.959 0.969 0.979 0.989 0.999 1.009 1.019 1.029 1.039 1.049 1.059 1.069 1.079 1.089 1.099
f
5
c
16.0 0.602
16.5 0.612பைடு நூலகம்
17.0 0.622
17.5 0.632
18.0 0.642
18.5 0.652
19.0 0.662
19.5 0.672
20.0 0.682
20.5 0.692
21.0 0.702
21.5 0.712
22.0 0.722
22.5 0.732
23.0 0.742
2-2剖面天然反演
22
23
24
0.980 1.008 1.036
0.996 1.024 1.052
1.012 1.040 1.068
1.028 1.056 1.084
1.044 1.072 1.100
1.060 1.088 1.116
1.076 1.104 1.132
1.092 1.120 1.148
12.0 12.5 13.0 13.5 14.0 14.5 15.0 15.5 16.0 16.5 17.0 17.5 18.0 18.5 19.0
20 0.924 0.940 0.956 0.972 0.988 1.004 1.020 1.036 1.052 1.068 1.084 1.100 1.116 1.132 1.148
15
11.0 1.015
8
1
4.0 0.546
2
4.5 0.582
3
5.0 0.618
4
5.5 0.654
5
6.0 0.690
6
6.5 0.726
7
7.0 0.762
8
7.5 0.798
9
8.0 0.834
10
8.5 0.870
11
9.0 0.906
12
9.5 0.942
13
10.0 0.978
14
0.762 0.782 0.802 0.822 0.842 0.862 0.882 0.902
0.922
0.942 0.962 0.982 1.002 1.022 1.042
0.799 0.819 0.839 0.859 0.879 0.899 0.919 0.939
0.959
0.979 0.999 1.019 1.039 1.059 1.079
9
8.0 0.801
10
8.5 0.832
11
9.0 0.863
12
9.5 0.894
13
10.0 0.925
14
10.5 0.956
15
11.0 0.987
0.688 0.708 0.728 0.748 0.768 0.788 0.808 0.828
0.848
0.868 0.888 0.908 0.928 0.948 0.968
1.030
1.066 1.102 1.138 1.174 1.210
13-13暴雨反演
13
10
11
12
13
1
9.0 0.651
2
9.5 0.671
3
10.0 0.691
4
10.5 0.711
5
11.0 0.731
6
11.5 0.751
7
12.0 0.771
8
12.5 0.791
9
13.0 0.811
12.0 12.5 13.0 13.5 14.0 14.5 15.0 15.5 16.0 16.5 17.0 17.5 18.0
20 0.854 0.869 0.884 0.899 0.914 0.929 0.944 0.959 0.974 0.989 1.004 1.019 1.034
21 0.952 0.968 0.984 1.000 1.016 1.032 1.048 1.064 1.080 1.096 1.112 1.128 1.144 1.160 1.176
10.5 1.014
15
11.0 1.050
8
9 0.623 0.654 0.685 0.716 0.747 0.778 0.809 0.840 0.871 0.902 0.933 0.964 0.995 1.026 1.057
9 0.578 0.614 0.650 0.686 0.722 0.758 0.794 0.830 0.866
6 0.653 0.663 0.673 0.683 0.693 0.703 0.713 0.723 0.733 0.743 0.753 0.763 0.773 0.783 0.793
21 0.880 0.895 0.910 0.925 0.940 0.955 0.970 0.985 1.000 1.015 1.030 1.045 1.060
10
13.5 0.831
11
14.0 0.851
12
14.5 0.871
13
15.0 0.891
14
15.5 0.911
15
16.0 0.931
8
1
4.0 0.553
2
4.5 0.584
3
5.0 0.615
4
5.5 0.646
5
6.0 0.677
6
6.5 0.708
7
7.0 0.739
8
7.5 0.770
25 0.984 0.999 1.014 1.029 1.044 1.059 1.074 1.089 1.104 1.119 1.134 1.149 1.164
18.5 19.0
1.049 1.064
1.075 1.090
1.101 1.116
1.127 1.142
1.153 1.168
1.179 1.194
0.814 0.865 0.916
0.824 0.875 0.926
0.834 0.885 0.936
0.844 0.895 0.946
2-2剖面地震反演
22
23
24
0.906 0.932 0.958
0.921 0.947 0.973
0.936 0.962 0.988
0.951 0.977 1.003
0.95
8
1
4.0 0.581
2
4.5 0.612
3
5.0 0.643
4
5.5 0.674
5
6.0 0.705
6
6.5 0.736
7
7.0 0.767
8
7.5 0.798
9
8.0 0.829
10
8.5 0.860
11
9.0 0.891
12
9.5 0.922
13
10.0 0.953
14
10.5 0.984
0.966 0.992 1.018
0.981 1.007 1.033
0.996 1.022 1.048
1.011 1.037 1.063
1.026 1.052 1.078
1.041 1.067 1.093
1.056 1.082 1.108
1.071 1.097 1.123
1.086 1.112 1.138
0.836 0.856 0.876 0.896 0.916 0.936 0.956 0.976
0.996
1.016 1.036 1.056 1.076 1.096 1.116
16-16暴雨反演
10
11
12
0.629 0.667 0.705
0.662 0.701 0.740
0.695 0.728 0.761 0.794 0.827 0.860 0.893 0.926
1.090 1.125 1.160 1.195
13 13 0.743
0.779
0.815 0.851 0.887 0.923 0.959 0.995 1.031 1.067
1.103
1.139 1.175 1.211 1.247
26 1.092 1.108 1.124 1.140 1.156 1.172 1.188 1.204 1.220 1.236 1.252 1.268 1.284 1.300 1.316
29 1.176 1.192 1.208 1.224 1.240 1.256 1.272 1.288 1.304 1.320 1.336 1.352 1.368 1.384 1.400
30 1.204 1.220 1.236 1.252 1.268 1.284 1.300 1.316 1.332 1.348 1.364 1.380 1.396 1.412 1.428
9 0.591
0.623
0.655 0.687 0.719 0.751 0.783 0.815 0.847 0.879
0.911
0.943 0.975 1.007 1.039
0.725 0.745 0.765 0.785 0.805 0.825 0.845 0.865
0.885
0.905 0.925 0.945 0.965 0.985 1.005
0.902
0.938 0.974 1.010 1.046 1.082
9
10 0.665 0.696 0.727 0.758 0.789 0.820 0.851 0.882 0.913 0.944 0.975 1.006 1.037 1.068 1.099
3-3暴雨反演 11
0.707 0.738 0.769 0.800 0.831 0.862 0.893 0.924 0.955 0.986 1.017 1.048 1.079 1.110 1.141
0.934 0.966 0.998
0.970 1.006 1.042 1.078 1.114
1.002 1.038 1.074 1.110 1.146
1.034 1.070 1.106 1.142 1.178
13 13 0.706 0.742 0.778 0.814 0.850 0.886 0.922 0.958 0.994
12 0.749 0.780 0.811 0.842 0.873 0.904 0.935 0.966 0.997 1.028 1.059 1.090 1.121 1.152 1.183
13 13 0.791 0.822 0.853 0.884 0.915 0.946 0.977 1.008 1.039 1.070 1.101 1.132 1.163 1.194 1.225
1.108 1.136 1.164
1.124 1.152 1.180
1.140 1.168 1.196
1.156 1.184 1.212
1.172 1.200 1.228
1.188 1.216 1.244
1.204 1.232 1.260
1-1剖面暴雨反演
7
8
9
0.704 0.755 0.806
0.714 0.765 0.816
27 1.120 1.136 1.152 1.168 1.184 1.200 1.216 1.232 1.248 1.264 1.280 1.296 1.312 1.328 1.344
28 1.148 1.164 1.180 1.196 1.212 1.228 1.244 1.260 1.276 1.292 1.308 1.324 1.340 1.356 1.372
13 1.010 1.020 1.030 1.040 1.050 1.060 1.070 1.080 1.090 1.100 1.110 1.120 1.130 1.140 1.150
25 1.064 1.080 1.096 1.112 1.128 1.144 1.160 1.176 1.192 1.208 1.224 1.240 1.256 1.272 1.288
10 0.857 0.867 0.877 0.887 0.897 0.907 0.917 0.927 0.937 0.947 0.957 0.967 0.977 0.987 0.997
0.735 0.769 0.803 0.837 0.871 0.905 0.939 0.973
0.775 0.810 0.845 0.880 0.915 0.950 0.985 1.020
0.959 1.007 1.055
0.992 1.025 1.058 1.091
1.041 1.075 1.109 1.143