MACROSEISMIC SURVEY OF THE M7.9, 2002 DENALI FAULT EARTHQUAKE
The completed questionnaires were submitted to the USGS “Did You Feel It?” website for intensity calculations. The results were analyzed and visualized using GIS software. Appendix B provides the statistics for the questions 6-18. Table 1 provides the parameters of the 99 survey sites, including the geographic coordinates (rounded to three decimal places), distances to the fault rupture, decimal CII intensities, and corresponding MMI intensities. Overall, there are 29 intensity IX (CII ³ 8.5), 29 intensity VIII (7.5 £ CII < 8.5), 19 intensity VII (6.5 £ CII < 7.5), 17 intensity VI (5.5 £ CII < 6.5), and 5 intensity V (CII < 5.5) locations in the dataset. The distances from the fault rupture range from 2 to 127 km; 26 sites are within 20 km of the fault.
Table 1. Parameters of the macroseismic survey sites of the Denali Fault earthquake. Sites are ordered by increasing distance from the fault.
|
|
Code |
Location |
Latitude |
Longitude |
Dist, km |
CII |
MMI |
|
1 |
TC32 |
Mentasta Lake |
62.933 |
-143.794 |
2 |
8.7 |
IX |
|
2 |
TC33 |
Mentasta Lake |
62.932 |
-143.797 |
2 |
8.2 |
VIII |
|
3 |
TC34 |
Mentasta Lak e |
62.932 |
-143.793 |
2 |
8.3 |
VIII |
|
4 |
TC35 |
Mentasta Lake |
62.931 |
-143.796 |
2 |
8.1 |
VIII |
|
5 |
TC36 |
Mentasta Lake |
62.930 |
-143.797 |
2 |
8.2 |
VIII |
|
6 |
TC28 |
Tok Cutoff Hwy, MP83.5 |
62.930 |
-143.559 |
3 |
8.2 |
VIII |
|
7 |
RH14 |
Richardson Hwy, MP219 (PS10) |
63.424 |
-145.765 |
3 |
8.1 |
VIII |
|
8 |
TC27 |
Tok Cutoff Hwy, MP78 |
62.888 |
-143.679 |
4 |
9.0 |
IX |
|
9 |
TC43 |
Tok Cutoff Hwy, MP78.1 |
62.890 |
-143.682 |
4 |
9.1 |
IX |
|
10 |
TC29 |
Tok Cutoff Hwy, MP88 |
62.936 |
-143.424 |
7 |
8.9 |
IX |
|
11 |
TC45 |
Tok Cutoff Hwy, MP76 |
62.860 |
-143.672 |
7 |
7.4 |
VII |
|
12 |
TC47 |
Tok Cutoff Hwy, MP89.5 |
62.945 |
-143.387 |
7 |
9.1 |
IX |
|
13 |
RH01 |
Richardson Hwy, MP227 |
63.514 |
-145.853 |
10 |
7.4 |
VII |
|
14 |
TC26 |
Tok Cutoff Hwy, MP72.3 |
62.821 |
-143.709 |
11 |
7.5 |
VIII |
|
15 |
TC30 |
Tok Cutoff Hwy, MP91 |
62.962 |
-143.352 |
11 |
7.7 |
VIII |
|
16 |
TC31 |
Tok Cutoff Hwy, MP91 |
62.964 |
-143.357 |
11 |
8.9 |
IX |
|
17 |
TC24 |
Tok Cutoff Hwy, MP72 |
62.813 |
-143.725 |
12 |
9.1 |
IX |
|
18 |
TC25 |
Tok Cutoff Hwy, MP71.8 |
62.814 |
-143.724 |
12 |
8.2 |
VIII |
|
19 |
TC38 |
Tok Cutoff Hwy, MP71.7 |
62.810 |
-143.735 |
13 |
9.1 |
IX |
|
20 |
SL08 |
Nabesna Rd, MP28.5 |
62.527 |
-143.241 |
15 |
7.6 |
VIII |
|
21 |
SL07 |
Nabesna Rd, MP25 |
62.545 |
-143.325 |
16 |
9.0 |
IX |
|
22 |
SL09 |
Nabesna Rd, MP42 |
62.396 |
-142.996 |
16 |
7.3 |
VII |
|
23 |
TC21 |
Tok Cutoff Hwy, MP67.5 |
62.758 |
-143.804 |
19 |
8.6 |
IX |
|
24 |
TC22 |
Tok Cutoff Hwy, MP67.5 |
62.758 |
-143.795 |
19 |
8.6 |
IX |
|
25 |
TC41 |
Tok Cutoff Hwy, MP68 |
62.763 |
-143.794 |
19 |
7.2 |
VII |
|
26 |
RH10 |
Richardson Hwy, MP195 |
63.148 |
-145.541 |
19 |
7.2 |
VII |
|
27 |
TC39 |
Tok Cutoff Hwy, MP66.5 |
62.746 |
-143.808 |
21 |
5.8 |
VI |
|
28 |
TC37 |
Tok Cutoff Hwy, MP65.5 |
62.733 |
-143.837 |
23 |
8.6 |
IX |
|
29 |
TC44 |
Tok Cutoff Hwy, MP65.5 |
62.735 |
-143.836 |
23 |
8.6 |
IX |
|
30 |
SL01 |
Nabesna Road , MP15 |
62.601 |
-143.619 |
23 |
7.5 |
VIII |
|
31 |
RH03 |
Richardson Hwy, MP191 |
63.107 |
-145.511 |
23 |
9.1 |
IX |
|
32 |
TC18 |
Tok Cutoff Hwy, MP63 |
62.725 |
-143.914 |
25 |
9.1 |
IX |
|
33 |
TC19 |
Tok Cutoff Hwy, MP63.5 |
62.725 |
-143.896 |
25 |
9.0 |
IX |
|
34 |
TC20 |
Tok Cutoff Hwy, MP63.5 |
62.724 |
-143.890 |
25 |
8.2 |
VIII |
|
35 |
TC42 |
Tok Cutoff Hwy, MP63.5 |
62.724 |
-143.893 |
25 |
9.1 |
IX |
|
36 |
TC17 |
Tok Cutoff Hwy, MP61 |
62.719 |
-143.962 |
27 |
8.9 |
IX |
|
37 |
TC40 |
Tok Cutoff Hwy, MP61 |
62.718 |
-143.961 |
27 |
9.1 |
IX |
|
38 |
SL05 |
Slana |
62.711 |
-143.966 |
28 |
8.9 |
IX |
|
39 |
SL06 |
Slana |
62.700 |
-143.937 |
28 |
9.0 |
IX |
|
40 |
TC15 |
Tok Cutoff Hwy, MP58 |
62.717 |
-144.035 |
29 |
9.1 |
IX |
|
41 |
TC16 |
Tok Cutoff Hwy, MP60 |
62.714 |
-143.992 |
29 |
8.6 |
IX |
|
42 |
SL02 |
Slana |
62.707 |
-143.968 |
29 |
8.1 |
VIII |
|
43 |
SL03 |
Slana |
62.674 |
-143.826 |
29 |
8.0 |
VIII |
|
44 |
SL04 |
Slana |
62.704 |
-143.964 |
29 |
7.6 |
VIII |
|
45 |
RH05 |
Richardson Hwy, MP185 |
63.028 |
-145.492 |
31 |
7.2 |
VII |
|
46 |
RH12 |
Paxson |
63.030 |
-145.499 |
31 |
7.8 |
VIII |
|
47 |
RH13 |
Paxson |
63.033 |
-145.497 |
31 |
8.2 |
VIII |
|
48 |
TC46 |
Tok Cutoff Hwy, MP53 |
62.710 |
-144.185 |
34 |
8.5 |
IX |
|
49 |
RH15 |
Richardson Hwy, MP182.5 |
62.983 |
-145.497 |
36 |
8.2 |
VIII |
|
50 |
RH04 |
Richardson Hwy, MP180 |
62.943 |
-145.518 |
41 |
6.0 |
VI |
|
51 |
AK14 |
Alaska Hwy, MP1338 |
63.389 |
-143.740 |
43 |
6.5 |
VII |
|
52 |
TC10 |
Tok Cutoff Hwy, MP40 |
62.644 |
-144.527 |
49 |
7.9 |
VIII |
|
53 |
AK09 |
Alaska Hwy, MP1318.5 |
63.333 |
-143.130 |
53 |
6.1 |
VI |
|
54 |
AK13 |
Tanacross |
63.384 |
-143.349 |
53 |
8.9 |
IX |
|
55 |
AK05 |
Alaska Hwy, MP1318 |
63.343 |
-143.109 |
54 |
6.6 |
VII |
|
56 |
AK11 |
Tok |
63.315 |
-143.008 |
54 |
6.6 |
VII |
|
57 |
AK15 |
Alaska Hwy, MP1378 |
63.690 |
-144.552 |
54 |
4.8 |
V |
|
58 |
AK02 |
Tok |
63.328 |
-143.002 |
55 |
6.4 |
VI |
|
59 |
AK04 |
Alaska Hwy, MP1317.5 |
63.345 |
-143.088 |
55 |
8.1 |
VIII |
|
60 |
AK12 |
Alaska Hwy, MP1316 |
63.339 |
-143.056 |
55 |
6.4 |
VI |
|
61 |
AK03 |
Tok |
63.327 |
-142.952 |
56 |
8.2 |
VIII |
|
62 |
AK06 |
Alaska Hwy, MP1315 |
63.340 |
-143.020 |
56 |
6.6 |
VII |
|
63 |
AK08 |
Tok |
63.336 |
-143.021 |
56 |
8.2 |
VIII |
|
64 |
AK10 |
Tok |
63.321 |
-142.954 |
56 |
5.3 |
V |
|
65 |
TC13 |
Tok Cutoff Hwy, MP34.5 |
62.589 |
-144.650 |
57 |
6.5 |
VII |
|
66 |
TC23 |
Tok Cutoff Hwy, MP34 |
62.583 |
-144.656 |
57 |
5.9 |
VI |
|
67 |
TC09 |
Tok Cutoff Hwy, MP33 |
62.564 |
-144.668 |
58 |
5.5 |
VI |
|
68 |
TC11 |
Tok Cutoff Hwy, MP33 |
62.566 |
-144.669 |
58 |
6.4 |
VI |
|
69 |
TC12 |
Tok Cutoff Hwy, MP33 |
62.573 |
-144.662 |
58 |
6.5 |
VII |
|
70 |
AK01 |
Tok |
63.346 |
-142.969 |
58 |
6.7 |
VII |
|
71 |
AK07 |
Tok |
63.333 |
-142.921 |
58 |
7.9 |
VIII |
|
72 |
AK20 |
Alaska Hwy, MP1399 |
63.865 |
-145.104 |
62 |
6.2 |
VI |
|
73 |
AK16 |
Dot Lake |
63.663 |
-144.062 |
63 |
7.8 |
VIII |
|
74 |
AK18 |
Alaska Hwy, MP1404 |
63.901 |
-145.233 |
63 |
6.4 |
VI |
|
75 |
AK17 |
Alaska Hwy, MP1412.5 |
63.962 |
-145.464 |
64 |
5.8 |
VI |
|
76 |
AK19 |
Alaska Hwy, MP1403 |
63.914 |
-145.134 |
66 |
6.1 |
VI |
|
77 |
RH09 |
Delta Junction |
64.046 |
-145.735 |
67 |
7.3 |
VII |
|
78 |
NW03 |
Northway |
62.960 |
-141.943 |
67 |
9.0 |
IX |
|
79 |
NW04 |
Northway |
62.963 |
-141.929 |
67 |
9.1 |
IX |
|
80 |
NW05 |
Northway |
62.961 |
-141.941 |
67 |
8.0 |
VIII |
|
81 |
NW06 |
Northway |
62.963 |
-141.934 |
67 |
8.9 |
IX |
|
82 |
NW07 |
Northway |
62.962 |
-141.935 |
67 |
7.4 |
VII |
|
83 |
RH11 |
Delta Junction |
64.040 |
-145.743 |
68 |
6.0 |
VI |
|
84 |
NW01 |
Northway Village |
62.981 |
-141.952 |
68 |
8.6 |
IX |
|
85 |
NW02 |
Northway Village |
62.983 |
-141.956 |
68 |
7.7 |
VIII |
|
86 |
AK21 |
Alaska Hwy, MP1264 |
63.010 |
-141.802 |
76 |
6.1 |
VI |
|
87 |
RH06 |
Richardson Hwy, MP147.5 |
62.526 |
-145.520 |
84 |
8.4 |
VIII |
|
88 |
TC07 |
Tok Cutoff Hwy, MP9 |
62.366 |
-145.155 |
91 |
5.8 |
VI |
|
89 |
TC06 |
Tok Cutoff Hwy, MP8 |
62.361 |
-145.171 |
92 |
7.9 |
VIII |
|
90 |
TC14 |
Gakona |
62.301 |
-145.311 |
100 |
7.2 |
VII |
|
91 |
TC02 |
Gakona |
62.300 |
-145.311 |
101 |
5.4 |
V |
|
92 |
TC03 |
Gakona |
62.302 |
-145.311 |
101 |
7.1 |
VII |
|
93 |
TC04 |
Tok Cutoff Hwy, MP2 |
62.302 |
-145.302 |
101 |
6.0 |
VI |
|
94 |
TC05 |
Tok Cutoff Hwy, MP2.5 |
62.304 |
-145.274 |
101 |
7.8 |
VIII |
|
95 |
RH07 |
Richardson Hwy, MP130.5 |
62.319 |
-145.356 |
101 |
4.8 |
V |
|
96 |
TC01 |
Gakona |
62.301 |
-145.315 |
102 |
7.0 |
VII |
|
97 |
RH08 |
Richardson Hwy, MP115.5 |
62.117 |
-145.482 |
124 |
4.8 |
V |
|
98 |
GL01 |
Glenn Hwy, MP183 |
62.109 |
-145.611 |
126 |
5.7 |
VI |
|
99 |
GL02 |
Glenn Hwy, MP184 |
62.110 |
-145.570 |
127 |
6.8 |
VII |
Table C1 (Appendix C) lists the USGS CII dataset for the DF earthquake, representing more than 3,197 responses from 57 zip codes in Alaska (zip codes with only one response are not considered). While these intensities are assigned to the zip codes as regions, in our analysis we need to attribute them to specific locations, which was done in the following way:
a) If the zip code covers a small area with a relatively uniform population distribution, then the intensities are attributed to the geographic centers of the corresponding zip codes
b) If the zip code covers a large area with a few population centers, then the intensities are attributed to the “population-weighted centers.” The population statistics were obtained from the 2000 Census database (www.census.gov). In one case (zip code 99586) however, it was not possible to represent the whole area with a single intensity value, since the rupture passed through the area. Therefore, there is a large intensity gradient within the zip code. This data point has been excluded from the analysis.
Thus, the combined GI-USGS dataset of the DF earthquake contains intensities for more than 155 locations (Figure 2). For mapping purposes we need to create a regular spatial grid of intensities. However, the attempts to create such a grid from the original data points alone did not produce reliable results because of very inhomogeneous spatial distribution. To resolve this problem, we first created a supporting temporary grid with 25 km spacing in which the intensity values were determined from the intensity-distance relationship provided in the next section. This size of the grid is such that it helps to generate smooth contour lines and preserves the spatial heterogeneity of the original data points at the same time. The final intensity grid with 5 km spacing was produced on the basis of the original points and the supporting grid using the Kriging interpolation method. In the final interpolation, the USGS points were given weights proportional to the number of responses from the corresponding zip code.
Figure 2. Locations of the intensity survey sites. The GI and USGS survey sites are marked by circles and squares, accordingly (Click on Figure to see larger version).