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Estimation of design basis earthquake using region-specific M_(max), for the NPP site at Kalpakkam, Tamil Nadu, India

机译:使用区域特定M_(max)估算印度泰米尔纳德邦Kalpakkam核电站的设计基准地震

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摘要

The objective of the paper is to estimate Safe Shutdown Earthquake (SSE) and Operating/Design Basis Earthquake (OBE/DBE) for the Nuclear Power Plant (NPP) site located at Kalpakkam, Tamil Nadu, India. The NPP is located at 12.558°N, 80.175°E and a 500 km circular area around NPP site is considered as 'seismic study area' based on past regional earthquake damage distribution. The geology, seismicity and seismotectonics of the study area are studied and the seismotectonic map is prepared showing the seismic sources and the past earthquakes. Earthquake data gathered from many literatures are homogenized and declustered to form a complete earthquake catalogue for the seismic study area. The conventional maximum magnitude of each source is estimated considering the maximum observed magnitude (M_(max)~(obs) and/or the addition of 0.3 to 0.5 to M_(max)~(obs). In this study maximum earthquake magnitude has been estimated by establishing a region's rupture character based on source length and associated M_(max)~(obs). A final source-specific M_(max) is selected from the three M_(max) values by following the logical criteria. To estimate hazard at the NPP site, ten Ground-Motion Prediction Equations (GMPEs) valid for the study area are considered. These GMPEs are ranked based on Log-Likelihood (LLH) values. Top five GMPEs are considered to estimate the peak ground acceleration (PGA) for the site. Maximum PGA is obtained from three faults and named as vulnerable sources to decide the magnitudes of OBE and SSE. The average and normalized site specific response spectrum is prepared considering three vulnerable sources and further used to establish site-specific design spectrum at NPP site.
机译:本文的目的是为位于印度泰米尔纳德邦卡尔帕卡姆的核电厂(NPP)站点评估安全关机地震(SSE)和运行/设计基准地震(OBE / DBE)。 NPP位于北纬12.558°N,东经80.175°E,根据过去的区域地震破坏分布,NPP站点周围500 km的圆形区域被视为“地震研究区”。研究了研究区域的地质,地震活动和地震构造,并绘制了地震构造图,显示了地震源和过去的地震。对从许多文献中收集的地震数据进行均质化和聚类,以形成地震研究区域的完整地震目录。考虑到最大观测震级(M_(max)〜(obs)和/或在M_(max)〜(obs)上加上0.3至0.5,估算了每个震源的常规最大震级。通过根据震源长度和相关的M_(max)〜(obs)建立区域的破裂特征来进行估算,根据逻辑标准从三个M_(max)值中选择最终的特定震源M_(max)。在NPP站点上,考虑了适用于研究区域的十个地面运动预测方程(GMPE),并根据对数似然(LLH)值对这些GMPE进行了排名,并考虑了前五个GMPE来估计峰值地面加速度(PGA)。针对该站点,从三个断层获得最大的PGA,并将其命名为易受攻击的源,以确定OBE和SSE的大小;考虑三个易受攻击的源,准备平均和规范化的站点特定响应谱,并进一步用于建立站点特定的设计谱在NPP站点。

著录项

  • 来源
    《Nuclear Engineering and Design》 |2013年第6期|41-64|共24页
  • 作者单位

    Department of Civil Engineering, Indian Institute of Science, Bangalore 560012, India;

    Department of Civil Engineering, Indian Institute of Science, Bangalore 560012, India;

    Department of Civil Engineering, Indian Institute of Science, Bangalore 560012, India;

    Department of Civil Engineering, Indian Institute of Science, Bangalore 560012, India;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);
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  • 正文语种 eng
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