کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
296744 511739 2013 24 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Estimation of design basis earthquake using region-specific Mmax, for the NPP site at Kalpakkam, Tamil Nadu, India
موضوعات مرتبط
مهندسی و علوم پایه مهندسی انرژی مهندسی انرژی و فناوری های برق
پیش نمایش صفحه اول مقاله
Estimation of design basis earthquake using region-specific Mmax, for the NPP site at Kalpakkam, Tamil Nadu, India
چکیده انگلیسی

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 (Mmaxobs) and/or the addition of 0.3 to 0.5 to Mmaxobs. In this study maximum earthquake magnitude has been estimated by establishing a region's rupture character based on source length and associated Mmaxobs. A final source-specific Mmax is selected from the three Mmax 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.


► Maximum magnitude was estimated by establishing regional rupture character.
► Ground-Motion Prediction Equations are ranked using MMI values and used to get PGA.
► Safe Shutdown and Design Basis Earthquake are estimated based on region specific parameters.
► Site-specific spectrum is established considering the average and normalized response spectrum.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Nuclear Engineering and Design - Volume 259, June 2013, Pages 41–64
نویسندگان
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