SEISMOLOGY AND EGOLOGY ›› 2022, Vol. 44 ›› Issue (1): 20-34.DOI: 10.3969/j.issn.0253-4967.2022.01.002
• Research paper • Previous Articles Next Articles
HUANG Shuai-tang1)(), CHANG Xiang-de1),*(), MA Jian1), HU Wei-hua1), REN Jing2), LIU Jian-ming1), ZHANG Wen-xiu1), LAI Ai-jing3)
Received:
2021-03-25
Revised:
2021-10-15
Online:
2022-02-20
Published:
2022-04-20
Contact:
CHANG Xiang-de
黄帅堂1)(), 常想德1),*(), 马建1), 胡伟华1), 任静2), 刘建明1), 张文秀1), 赖爱京3)
通讯作者:
常想德
作者简介:
黄帅堂, 男, 1990年生, 2016年于中国地震局地震预测研究所获构造地质学专业硕士学位, 工程师, 研究方向为活动构造与构造地貌, 电话: 0991-3853817, E-mail: shuaith@126.com。
基金资助:
CLC Number:
HUANG Shuai-tang, CHANG Xiang-de, MA Jian, HU Wei-hua, REN Jing, LIU Jian-ming, ZHANG Wen-xiu, LAI Ai-jing. A STUDY ON THE SCARPS ALONG THE EASTERN SECTION OF THE KUSONGMUQIKE PIEDMONT FAULT AT THE NORTHERN FOOT OF TIANSHAN[J]. SEISMOLOGY AND EGOLOGY, 2022, 44(1): 20-34.
黄帅堂, 常想德, 马建, 胡伟华, 任静, 刘建明, 张文秀, 赖爱京. 天山北麓库松木契克山山前断裂东段断层陡坎研究[J]. 地震地质, 2022, 44(1): 20-34.
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URL: https://www.dzdz.ac.cn/EN/10.3969/j.issn.0253-4967.2022.01.002
陡坎编号 | 最大高度/m | 最小高度/m | 平均高度/m | 陡坎形态 | 东经/(°) | 北纬/(°) |
---|---|---|---|---|---|---|
1 | 5.0 | 4.9 | 4.2 | 反坎 | 82.703 8 | 44.407 7 |
2 | 7.4 | 6.6 | 7.0 | 反坎 | 82.705 9 | 44.408 5 |
3 | 5.6 | 4.4 | 5.0 | 反坎 | 82.706 6 | 44.408 6 |
4 | 7.0 | 6.0 | 6.5 | 反坎 | 82.709 4 | 44.408 1 |
5 | 6.4 | 5.2 | 5.8 | 反坎 | 82.711 8 | 44.407 8 |
6 | 7.1 | 7.0 | 7.1 | 反坎 | 82.712 3 | 44.408 0 |
7 | 3.1 | 2.4 | 2.7 | 反坎 | 82.733 1 | 44.408 7 |
8 | 3.8 | 3.5 | 3.6 | 反坎 | 82.731 5 | 44.408 1 |
9 | 3.4 | 3.3 | 3.3 | 反坎 | 82.729 9 | 44.407 8 |
10 | 5.9 | 5.3 | 5.5 | 反坎 | 82.728 7 | 44.407 8 |
11 | 3.5 | 3.1 | 3.3 | 反坎 | 82.726 5 | 44.407 0 |
12 | 9.7 | 7.8 | 8.7 | 反坎 | 82.716 8 | 44.406 9 |
13 | 4.4 | 1.5 | 3.0 | 正坎 | 82.755 0 | 44.408 4 |
14 | 2.5 | 1.0 | 1.8 | 正坎 | 82.755 6 | 44.408 6 |
15 | 8.4 | 8.3 | 8.3 | 正坎 | 82.753 9 | 44.409 9 |
16 | 9.2 | 8.6 | 8.9 | 正坎 | 82.753 8 | 44.409 8 |
17 | 6.1 | 4.6 | 5.4 | 正坎 | 82.752 4 | 44.411 0 |
18 | 4.8 | 4.2 | 4.5 | 正坎 | 82.751 8 | 44.410 7 |
19 | 2.6 | 2.1 | 2.3 | 正坎 | 82.749 4 | 44.413 2 |
20 | 3.7 | 3.7 | 3.7 | 正坎 | 82.748 2 | 44.412 6 |
21 | 0.3 | 0.2 | 0.3 | 正坎 | 82.744 3 | 44.413 4 |
22 | 0.7 | 0.5 | 0.6 | 反坎 | 82.740 0 | 44.412 7 |
23 | 1.0 | 1.0 | 1.0 | 反坎 | 82.739 0 | 44.413 0 |
24 | 0.5 | 0.5 | 0.5 | 反坎 | 82.735 8 | 44.414 0 |
25 | 0.6 | 0.6 | 0.6 | 正坎 | 82.735 5 | 44.413 5 |
Table 1 Heights of scarps on profiles of the Hydrographic Station Fault
陡坎编号 | 最大高度/m | 最小高度/m | 平均高度/m | 陡坎形态 | 东经/(°) | 北纬/(°) |
---|---|---|---|---|---|---|
1 | 5.0 | 4.9 | 4.2 | 反坎 | 82.703 8 | 44.407 7 |
2 | 7.4 | 6.6 | 7.0 | 反坎 | 82.705 9 | 44.408 5 |
3 | 5.6 | 4.4 | 5.0 | 反坎 | 82.706 6 | 44.408 6 |
4 | 7.0 | 6.0 | 6.5 | 反坎 | 82.709 4 | 44.408 1 |
5 | 6.4 | 5.2 | 5.8 | 反坎 | 82.711 8 | 44.407 8 |
6 | 7.1 | 7.0 | 7.1 | 反坎 | 82.712 3 | 44.408 0 |
7 | 3.1 | 2.4 | 2.7 | 反坎 | 82.733 1 | 44.408 7 |
8 | 3.8 | 3.5 | 3.6 | 反坎 | 82.731 5 | 44.408 1 |
9 | 3.4 | 3.3 | 3.3 | 反坎 | 82.729 9 | 44.407 8 |
10 | 5.9 | 5.3 | 5.5 | 反坎 | 82.728 7 | 44.407 8 |
11 | 3.5 | 3.1 | 3.3 | 反坎 | 82.726 5 | 44.407 0 |
12 | 9.7 | 7.8 | 8.7 | 反坎 | 82.716 8 | 44.406 9 |
13 | 4.4 | 1.5 | 3.0 | 正坎 | 82.755 0 | 44.408 4 |
14 | 2.5 | 1.0 | 1.8 | 正坎 | 82.755 6 | 44.408 6 |
15 | 8.4 | 8.3 | 8.3 | 正坎 | 82.753 9 | 44.409 9 |
16 | 9.2 | 8.6 | 8.9 | 正坎 | 82.753 8 | 44.409 8 |
17 | 6.1 | 4.6 | 5.4 | 正坎 | 82.752 4 | 44.411 0 |
18 | 4.8 | 4.2 | 4.5 | 正坎 | 82.751 8 | 44.410 7 |
19 | 2.6 | 2.1 | 2.3 | 正坎 | 82.749 4 | 44.413 2 |
20 | 3.7 | 3.7 | 3.7 | 正坎 | 82.748 2 | 44.412 6 |
21 | 0.3 | 0.2 | 0.3 | 正坎 | 82.744 3 | 44.413 4 |
22 | 0.7 | 0.5 | 0.6 | 反坎 | 82.740 0 | 44.412 7 |
23 | 1.0 | 1.0 | 1.0 | 反坎 | 82.739 0 | 44.413 0 |
24 | 0.5 | 0.5 | 0.5 | 反坎 | 82.735 8 | 44.414 0 |
25 | 0.6 | 0.6 | 0.6 | 正坎 | 82.735 5 | 44.413 5 |
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