First level seismic microzonation map of Chennai city - a GIS approach

被引:29
作者
Ganapathy, G. P. [1 ]
机构
[1] VIT Univ, Ctr Disaster Mitigat & Management, Vellore 632014, Tamil Nadu, India
关键词
STRONG GROUND MOTION; ACCELERATION; ATTENUATION; HAZARD;
D O I
10.5194/nhess-11-549-2011
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Chennai city is the fourth largest metropolis in India, is the focus of economic, social and cultural development and it is the capital of the State of Tamil Nadu. The city has a multi-dimensional growth in development of its infrastructures and population. The area of Chennai has experienced moderate earthquakes in the historical past. Also the Bureau of Indian Standard upgraded the seismic status of Chennai from Low Seismic Hazard (Zone II) to Moderate Seismic Hazard (Zone III)-(BIS: 1893 (2001)). In this connection, a first level seismic microzonation map of Chennai city has been produced with a GIS platform using the themes, viz, Peak Ground Acceleration (PGA), Shear wave velocity at 3 m, Geology, Ground water fluctuation and bed rock depth. The near potential seismic sources were identified from the remote-sensing study and seismo-tectonic details from published literatures. The peak ground acceleration for these seismic sources were estimated based on the attenuation relationship and the maximum PGA for Chennai is 0.176 g. The groundwater fluctuation of the city varies from 0-4 m below ground level. The depth to bedrock configuration shows trough and ridges in the bedrock topography all over the city. The seismic microzonation analysis involved grid datasets (the discrete datasets from different themes were converted to grids) to compute the final seismic hazard grid through integration and weightage analysis of the source themes. The Chennai city has been classified into three broad zones, viz, High, Moderate and Low Seismic Hazard. The High seismic Hazard concentrated in a few places in the western central part of the city. The moderate hazard areas are oriented in NW-SE direction in the Western part. The southern and eastern part will have low seismic hazard. The result of the study may be used as first-hand information in selecting the appropriate earthquake resistant features in designing the forthcoming new buildings against seismic ground motion of the city.
引用
收藏
页码:549 / 559
页数:11
相关论文
共 21 条
[1]  
ABRAHAMSON NA, 1989, B SEISMOL SOC AM, V79, P549
[2]  
[Anonymous], 2001, 1893 BIS
[3]   Slope failures in the Blue Nile basin, as seen from landscape evolution perspective [J].
Ayalew, L ;
Yamagishi, H .
GEOMORPHOLOGY, 2004, 57 (1-2) :95-116
[4]   Landslide susceptibility mapping using GIS-based weighted linear combination, the case in Tsugawa area of Agano River, Niigata Prefecture, Japan [J].
Ayalew, Lulseged ;
Yamagishi, Hiromitsu ;
Ugawa, Norimitsu .
LANDSLIDES, 2004, 1 (01) :73-81
[5]  
Barredo J.I., 2000, INT J APPL EARTH OBS, V2, P9, DOI [DOI 10.1016/S0303-2434(00)85022-9, 10.1016/S0303-2434(00)85022-9]
[6]  
BOORE DM, 1982, B SEISMOL SOC AM, V72, pS43
[7]  
Borcherdt R.D., 1994, US Geol. Surv. Prof. Paper, V1551-A, pA77
[8]   Empirical evidence for acceleration-dependent amplification factors [J].
Borcherdt, RD .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2002, 92 (02) :761-782
[9]  
*CENTR GROUND WAT, 1993, CGWB REP GROUNDW RES
[10]   Deterministic seismic hazard in Egypt [J].
El-Sayed, A ;
Vaccari, F ;
Panza, GF .
GEOPHYSICAL JOURNAL INTERNATIONAL, 2001, 144 (03) :555-567