地震地质 ›› 2015, Vol. 37 ›› Issue (2): 374-383.DOI: 10.3969/j.issn.0253-4967.2015.02.003

• 研究论文 • 上一篇    下一篇

怒江断裂现今错动速率与地震危险性

王阎昭1, 王敏1, 沈正康2,3, 邵德盛4, 施发奇4   

  1. 1. 中国地震局地质研究所, 地震动力学国家重点实验室, 北京 100029;
    2. 北京大学地球与空间科学学院, 北京 100871;
    3. Department of Earth and Space Sciences, University of California, Los Angeles, California 90095-1567, USA;
    4. 云南省地震局形变测量中心, 昆明 650041
  • 收稿日期:2014-07-24 修回日期:2015-03-31 出版日期:2015-06-20 发布日期:2015-08-19
  • 通讯作者: 王敏,研究员,E-mail:mwang@gps.gov.cn
  • 作者简介:王阎昭,女,1981年生,助理研究员,研究方向为地壳形变分析,电话:010-62009146,E-mail:wangyanzhao@ies.ac.cn。
  • 基金资助:

    中国地震局地震行业科研专项(201208006, 200708002)、国家自然科学基金(41090294)和中国地震局地质研究所基本科研业务专项(IGCEA1011)共同资助。

PRESENT-DAY SLIP RATES AND POTENTIAL EARTHQUAKE RISKS ALONG THE NUJIANG FAULT

WANG Yan-zhao1, WANG Min1, SHEN Zheng-kang2,3, SHAO De-sheng4, SHI Fa-qi4   

  1. 1. State Key Laboratory of Earthquake Dynamics, Institute of Geology, China Earthquake Administration, Beijing 100029, China;
    2. School of Earth and Space Science, Peking University, Beijing 100871, China;
    3. Department of Earth and Space Sciences, University of California, Los Angeles, California 90095-1567, USA;
    4. Deformation Measurement Center, Earthquake Administration of Yunnan Province, Kunming 650041, China
  • Received:2014-07-24 Revised:2015-03-31 Online:2015-06-20 Published:2015-08-19

摘要:

针对怒江水电开发问题的争论之一: 怒江断裂带的现今活动性及其地震危险性。 通过分析怒江地区最新GPS观测数据, 采用剖面投影方法估算得到怒江断裂亚碧罗—六库段、六库—赛格段和赛格以南段的右旋走滑速率分别为(4.7±0.8)mm/a、(6.4±1.1)mm/a和(4.3±0.3)mm/a, 拉张速率分别为(3.9±0.6)mm/a、(5.6±1.1)mm/a和(4.5±0.3)mm/a。结合怒江地区的地震资料, 分别通过弹性能累积量和同震位错量与震级间的统计关系进行地震危险性分析, 认为上述断裂段分别具有发生6.4级、6.5级和6.4级地震的危险性, 且不排除发生更大震级地震的可能。由于怒江断裂大体沿怒江展布, 为保证水坝安全, 其选址和抗震设防强度要求应当考虑以上断层活动性和地震危险性评估结果。

关键词: 怒江断裂, GPS, 错动速率, 地震危险性

Abstract:

Disputes arise during the hydroelectric development along the Nujiang River, among which we focus on the present activity of the Nujiang Fault and its potential earthquake risks. Using velocity profiles derived from an updated GPS dataset in the Nujiang region, slip rates are estimated as 4.7±0.8, 6.4±1.1, and(4.3±0.3)mm/a right-laterally and 3.9±0.6, 5.6±1.1, and(4.5±0.3)mm/a extensionally along the Yabiluo-Liuku, Liuku-Saige, and south Saige segments of the Nujiang Fault, respectively. According to the relationship between accumulated amount of elastic energy and fault slip rate and that between earthquake magnitude and rupture displacement, above estimates and earthquake catalog suggest potentials of earthquakes with magnitudes 6.4, 6.5, and 6.4 or even larger on the Yabiluo-Liuku, Liuku-Saige, south Saige segments, respectively. Provided that the surface trace of the Nujiang Fault is distributed generally along the Nujiang River, our estimates of fault slip rates and seismic potentials should be taken into account in dam siting and determining requirements of seismic fortification for safety.

Key words: the Nujiang Fault, GPS, slip rate, potential earthquake risk

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