NEWS Seismic microzonation of Jabalpur Urban Centre: An experiment* Attempts to develop strategies for earthquake damage mitigation are primarily borne out of societal compulsions; but these are also fuelled by the scientific community’s enhanced ability to design and develop programmes to address region-specific issues. The recently concluded project on ‘Seismic Hazard and Risk–Microzonation of Jabalpur’ is a commendable example of how scientific knowledge gets transferred to the community and prepares it to face up a calamity that might be waiting to happen. The multi-disciplinary project on seismic microzonation of Jabalpur, was initiated by the Department of Science and Technology (DST), Government of India and coordinated by some of the leading organizations – Geological Survey of India (GSI), National Geophysical Research Institute (NGRI), India Meteorological Department (IMD), Central Building Research Institute (CBRI) and the Government Engineering College, Jabalpur. Various activities in this project, which started about three years ago, were steered by a committee set up by DST under the Chairmanship of H. K. Gupta, former Director, NGRI, Hyderabad and currently Secretary, Ocean Development, Government of India. The two-day workshop on ‘Seismic Microzonation of Jabalpur’ was attended by various participants of the project as well as some invited experts. The exhaustive report and maps prepared as part of the project were discussed at the workshop. The end-products of seismic microzonation are expected to specify the hazard level, in terms of ground motion at specific locations and these are to be used by those involved in construction practices, policy makers and the public, at large. Clearly, these data products need careful scrutiny, especially considering their social and economic implications. That must have been the prime motivation for the architects of this project to present the first-cut maps and reports before a select forum of geologists, seismologists and engineers. Experts who reviewed the reports and maps gave their evaluation and made suggestions on *A report on the workshop on ‘Seismic Microzonation of Jabalpur’ held at NGRI, Hyderabad during 27–28 September 2004 and sponsored by DST, New Delhi. how these could be made more useful for the practising engineers. Perhaps, the choice of Jabalpur as the first city in the country to be microzoned for the purpose of earthquake-hazard evaluation was made easier by the availability of a variety of data, including information related to the moderate earthquake of 1997. Papers presented at the workshop discussed in detail the methodologies followed in achieving each of the tasks involved in microzonation and transferring the information to data products, mostly in the form of maps. P. S. Misra (GSI), coordinator of the project, outlined the methodology followed in various stages of this project. The procedure, involving careful integration of a variety of data to produce maps of different precision levels, is quite rigorous and these were discussed at the workshop by the concerned investigators. Geomorphological, geophysical, lithological, geotechnical and a host of other data go into making these maps; much of the basic data that were not available were collected through field investigations. Vulnerability of structures, classified into various types, is incorporated to attempt preparation of a preliminary risk map. Transferring knowledge from laboratories to real-life situations always meets with practical difficulties. Dealing with events such as the occurrence of earthquakes that are inherently unpredictable and involving complex near-surface interactions with built environment obviously calls for a significant level of preparedness. Some of the fundamental questions to be addressed in a practical hazard scenario assessment are: which are the potential faults that are likely to generate future earthquakes and what would be the expected size? Given that information (assumed in this study as a scenario earthquake of M 6.5), the next obvious question is, what type of ground shaking is expected at a specific site? How would an RCC or a masonry structure situated on a rock surface or soil strata respond to the expected ground shaking? There are many practical difficulties in constraining these parameters, and these issues were discussed at length at the workshop. Understanding the regional geology and tectonics of the region is basic to micro- CURRENT SCIENCE, VOL. 87, NO. 10, 25 NOVEMBER 2004 zonation and the workshop featured detailed discussions on these issues. What types of soils are most susceptible to liquefy in the event of an earthquake shaking, is another crucial questions. Assessment of liquefaction potential based on field and laboratory studies leading to liquefaction susceptibility map is another important step. Work carried out in the project has led to the generation of a liquefaction susceptibility map, with detailed descriptions on lithological and geotechnical attributes of cover sediments. This was an important aspect that was discussed at the workshop. One of the most important parameters required in ‘ground characterization’ is the shear wave velocity of shallow surface soils. Studies conducted at NGRI have resulted in generating a shear wave velocity image of Jabalpur. Depth to bedrock is another key parameter in assessing the nature of amplification. Images of amplification, likely to be generated by the scenario earthquake, were also discussed at the workshop. An understanding of the dominant frequencies and peak amplifications is critical in seismic hazard evaluation and ground characterization. The response spectrum generated from strong motion record provides this information, crucial for design of structures. In a region like Jabalpur, for which strong motion data are not available, one has to depend on appropriate empirical methods to generate the realistic spectra. Methods to generate more representative spectra were discussed in the workshop. Vulnerability of engineered and nonengineered structures to earthquake shaking was another issue discussed at the workshop. This information is essential for transferring hazard to risk map (the former showing the expected ground hazard and the latter depicting the estimated damage to the built environment) and this part of the study was conducted by CBRI. The emphasis is on how a specific type of building (rural, brick, RCC, etc.) is likely to respond to earthquake shaking, particularly the dwellings in the urban areas of Jabalpur. The panel discussion that took place after the presentations zeroed in on specific and critical issues, starting with how to incorporate the suggestions and make the final products usable for the practising 1327 NEWS engineers. Developing the appropriate methodology is important also for providing better guidelines for similar efforts in future, for other urban cities in the country. Admittedly, the efforts for microzonation of Jabalpur are only a beginning and the voluminous data generated will help refine the present state of understanding of the seismic risk in this urban centre. The methodologies followed in this project, to be refined with time, will undoubtedly ease future efforts in this direction. Kusala Rajendran, Centre for Earth Science Studies, Thiruvananthapuram 695 031, India. e-mail: kusala@seires.net the generation associating its mails with runners has long passed, runners and boats still convey mails over 84,000 miles out of a total of 157,000 miles. The Department disposes of 1,475,000,000 unregistered articles in a year and the number of complaints received is said to be 1 for every 100,000 articles. This would lead one to believe that the people are averse to complain and that the machinery for receiving and accounting for complaints needs overhauling. Owing to the growing needs of the Defence Department in 1942, an extensive scheme estimated to cost 17 crores of rupees, of erecting telegraph and telephone channels was put in hand and is scheduled to be completed in 1944–45. The Department was called upon to manufacture communication equipment in very large quantities for the Armed Forces. Vast expansion of existing workshops was undertaken and a new workshop was established in Central India at a cost of over 30 lakhs of rupees. Even this was found insufficient and 91 other workshops large and small were employed in the manufacture of stores. The cost of these was Rs 61,95,720 in 1938–39 and it rose to Rs 48,346,000 in 1943–44. The acquisition by the Department, of telephone systems owned by private companies at Calcutta, Bombay, Madras, Karachi and Ahmedabad is an event of considerable importance from the point of view of long-term planning and development. One can only hope that the red-tape associated with the Government machinery will not be allowed to impair the efficiency of service. The Department is run on commercial basis and it is stated that the increased rates and surcharges are not a part of Department’s financial policy but are aimed at raising revenue for the war effort. It is heartening to note that it is first and foremost a public utility service whose principle objectives are cheapness and efficiency. One would in this connection suggest the grant of a bonus to the workers out of the profits, or the introduction of co-operative principles in any other form so that the workers may feel that they stand to benefit both by economy and efficiency. FROM THE ARCHIVES Vol. XIII] OCTOBER 1944 [NO. 10 The Department of Indian Posts and Telegraphs An unofficial publication describes the story of communications as set against a background of vast distances, varying climatic and geographical features, of hundreds of languages and dialects, of illiterate persons who have incomplete addresses written out for them, of 400 million people, more than 85 per cent of whom live in 700,000 villages, of how one-fifth of the human race spread over an area as large as Europe, excluding Russia, keep in touch with one another. It is learnt that though 1328 CURRENT SCIENCE, VOL. 87, NO. 10, 25 NOVEMBER 2004