越南和平水库活动断层分割与地震危险性

P. T. Trinh, Hoàng Quang Vinh, N. Hương, N. Liem
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引用次数: 14

摘要

根据遥感、地质资料、地貌分析和野外观测,我们确定了和平水库的断裂系统是一个潜在的震源。它是由位于第四纪和平地堑东西两侧中部的断段组成的亚子午线断裂系统:和平1号断裂为东倾(75-80°),N-S走向,长4 km,位于和平地堑西部,和平2号断裂为西倾(75-80°),N-S走向;8.4公里长的断层,位于和平地堑的东部。估计和平水电站正断层滑动速率为0.3 ~ 1.1 mm/yr。对和平水电站大坝的最大可信地震(MCE)和峰值地加速度(PGA)进行了评估。HB.1和HB.2的MCE分别为5.6和6.1,最大PGA分别为0.30 g和0.40 g。和平水库的地震危险性评价是在低地震活动性和缺乏地震衰减规律的地区建设的大型大坝地震危险性的典型例子。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Active fault segmentation and seismic hazard in Hoa-Binh reservoir, Vietnam
Based on remote sensing, geological data, geomorphologic analysis, and field observations, we determine the fault system which is a potential source of earthquakes in Hoa-Binh reservoir. It is the sub-meridian fault system composed of fault segments located in the central part of the eastern and western flanks of the Quaternary Hoa-Binh Graben: the Hoa-Binh 1 fault is east-dipping (75–80°), N-S trending, 4 km long, situated in the west of the Hoa-Binh Graben, and the Hoa-Binh 2 is a west-dipping (75–80°), N-S trending; 8.4 km long fault, situated in the east of the Hoa-Binh Graben. The slip rate of normal fault in Hoa-Binh hydropower dam was estimated at 0.3–1.1 mm/yr. The Maximum Credible Earthquake (MCE) and Peak Ground Acceleration (PGA) in the Hoa-Binh hydropower dam have been assessed. The estimated MCE of HB.1 and HB.2 is 5.6 and 6.1 respectively, and the maximum PGA at Hoa-Binh dam is 0.30 g and 0.40 g, respectively. The assessment of seismic hazard in Hoa-Binh reservoir is a typical example of seismic hazards of a large dam constructed in an area of low seismicity and lack of law of seismic attenuation.
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来源期刊
Central European Journal of Geosciences
Central European Journal of Geosciences GEOSCIENCES, MULTIDISCIPLINARY-
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