Author Topic: Uttarakhand In High Earth Quake Zone-उत्तराखंड अति स्वेदन भूकंप जोन में  (Read 20156 times)

एम.एस. मेहता /M S Mehta 9910532720

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दोस्तों,

अगर इतिहास के पन्नो को पलट के देखा जाय, उत्तराखंड की धरती को भूकम्पे के झटको की कई त्रासदी झेलनी पड़ी है! वैसे भू कंप के बारे में अभी तक किसी भी प्रकार की पूर्व सूचना देने का कोई उपकरण नहीं बना है !

पर जिस तरह से वैज्ञानिको ने उत्तराखंड को अति संवेदनशील ज़ोन में रखा है उसके हिसाब से हमारे पास आपदा प्रवर्धन की पूरी तैयारी होनी चाहिए और साथ ही लोगो को मकान बनाते समय भूकंप अवरोधी बातो के बारे में जानकारी देनी चाहिए !

Uttarkashi Distt and other parts of Uttarakhand have seen very drastic situation of earthquake . Though, this is a natural calamity which is not in control of human being but precaution in advance like some steps to be taken while making houses so that less damages take place in case of earthquake.

Govt must spread an awareness programme in the State. While i am writing this message, there have been two earthquake jolts in Bageshwar Distt of Uttarakhand within 24 hour. Luckily, no damage but awareness must be there regarding the measures to be taken during the earthquake or while making the buildings.

Your views are most welcome on this subject.

Regards,

M S Mehta

एम.एस. मेहता /M S Mehta 9910532720

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Go though this news.
=============


Earthquake jolts Bageshwar district of Uttarakhand

New Delhi, Feb 22 (PTI) An earthquake of slight intensity tonight jolted Bageshwar in Uttarakhand.

The quake measuring 4.7 on the Richter scale shook the place at around 22:54 hours, the Indian Met Department said.

source : http://www.ptinews.com/news/531369_Earthquake-jolts-Bageshwar-in-Uttarakhand

एम.एस. मेहता /M S Mehta 9910532720

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Who can forget the Earthquake of 1999 in Uttarkashi.
====================================

1999 Chamoli earthquake

The 1999 Chamoli earthquake occurred on 29 March 1999 in the Chamoli district in the Indian state of Uttar Pradesh (now in Uttarakhand). The earthquake was the strongest to hit the foothills of the Himalayas in more than ninety years.[5] Approximately 103 people died in the earthquake.[2]


Cause

The Himalaya Range has been undergoing crustal shortening along the 2,400 km long northern edge of the Indian Plate which resulted in the formation of several thrust planes including the Main Central Thrust (MCT), the Main Boundary Thrust (MBT) and the Main Frontal Thrust (MFT). The MCT consists of three sub-thrusts: MCT I, MCT II and MCT III. Many earthquakes have occurred along these thrust faults. Academics believe the Chamoli earthquake in 1999 is associated with these fault systems.[6]

Description

The magnitude of the earthquake was 6.8 on the Richter scale,[1][2][3][7][5] and it lasted for forty seconds.[5] Apart from the Chamoli district, the quake also affected five other districts of Uttar Pradesh viz. Rudraprayag, Tehri Garhwal, Bageshwar, Uttarkashi and Pauri Garhwal (all are in Uttarakhand now). Among these, Chamoli and Rudraprayag were the most affected districts.[2] Aftershocks continued and most of the aftershocks occurred in the east of Chamoli.[6] Officials from Pakistan reported that the quake was also felt in Lahore and Gujranwala.[5] The earthquake was also felt in the Nanda Devi mountain region, in Kanpur, Shimla, Delhi, Dehradun, Haridwar, Saharanpur, Moradabad, Bijnor, Muzaffarnagar, Meerut, Ghaziabad and Srinagar and in the Baitadi District, Dadeldhura District, Darchula District and Kanchanpur District in Mahakali Zone in Nepal.[4][6][7]

Damage and casualties

Severe ground deformations resulted from the earthquake. Formation of ground fissures were reported from many areas. Landslides and changes in the groundwater flow were also reported. Well-developed ground cracks were seen in Gopeshwar, Chamoli and Bairagna. Cracks were observed in asphalt roads at several locations.[6] Landslips cut off parts of Mandakini valley and Mandal valley and many major roads.[3]

The death toll was 103.[2] Several hundred people injured and approximately 50,000 houses were damaged.[8] Over 2000 villages were affected by the earthquake.[4] Electricity, water supply and communication were also severely affected by the earthquake especially in the Chamoli town, Gopeshwar and Okhimath region of Rudraprayag district.[3] According to Mike Wooldridge, correspondent for the BBC News, Chamoli suffered most damage and almost all the houses and shops built on slopes in the lower part of the town were destroyed.[5]

The bridge deck of a pedestrian suspension bridge situated near Bairagna developed lateral buckling and the cables of the bridge were loosened. Water pipelines in Chamoli and Gopeshwar towns were damaged affecting water supply due to landslides caused by the quake. The concrete-lined canals of the irrigation network in the affected region sustained some cracks.[6]

In Delhi, many buildings sustained non-structural damage.[9] According to Dr B.L. Wadhera, who filed a public interest litigation in the Delhi High Court, cracks developed in the Shastri Bhavan in Delhi which houses several Union Ministries.[10] Damage occurred in several buildings in Dehradun also. A few old buildings of the Survey of India sustained collapse of gable masonry, and cracks developed along the junctions between the pitched roof and the masonry walls.[6]

Relief efforts

Rescue operations were hampered by landslides, loss of electrical power and the loss of communication links with Chamoli. Many road workers became involved to clear landslide debris from a 16 km stretch of road leading to the worst-affected area.[5] Local people carried out search and rescue operations.[6] Rescue efforts were led by the Indian Army[5] and Paramilitary personnel were also called-in to aid.[6] The army used helicopters to ferry in supplies.[5] Food and other necessary supplies were air-dropped to villages which lacked motorable roads and where roads were damaged due to landslides.[6] Locals organized a committee to make sure that those most affected receive food.[5]

Source : http://en.wikipedia.org/wiki/1999_Chamoli_earthquake

एम.एस. मेहता /M S Mehta 9910532720

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See the page of India. Uttarakhand is in Zone 5.



Devbhoomi,Uttarakhand

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Chamoli (Himalaya, India) Earthquake of 29 March 1999

EERI Special Earthquake Report, EERI Newsletter Vol.33, No.7, July 1999
Sudhir K. Jain, C.V.R. Murty and Jaswant N. Arlekar
Department of Civil Engineering
Indian Institute of Technology Kanpur
C.P.Rajendran and Kusala Rajendran
Center for Earth Science Studies Trivandrum
Ravi Sinha
Department of Civil Engineering
Indian Institute of Technology Bombay
Introduction
The Chamoli earthquake of 29 March 1999 in northern India is yet another
important event from the viewpoint of Himalayan seismotectonics and seismic
resistance of non-engineered constructions. The earthquake occurred in a part of
the Central Himalaya, which is highly prone to earthquakes and has been placed
in the highest seismic zone (zone V) of India. There has been a bitter controversy
during the recent years regarding the seismic safety of a 260-m-high rock-fill
dam under construction at Tehri, about 80 km west of the epicenter. Fortunately,
there are no major cities in the meizoseismal region and the population density is
the second lowest in the state. The earthquake caused death of about 100 persons
and injured hundreds more. Maximum MSK intensity was up to VIII at a few
locations.
Two separate groups carried out the post-earthquake investigation. A fivemember
group conducted a nine-day survey of the worst-affected areas, a week
after the quake. This group consisted of Sudhir K. Jain (EERI 1987), C.V.R.Murty
(EERI 1995) and Jaswant N. Arlekar (all three of the Department of Civil
Engineering at the Indian Institute of Technology Kanpur), and C.P.Rajendran
and Kusala Rajendran (scientists at the Center for Earth Science Studies,
Trivandrum). Ravi Sinha (EERI 1996) of the Department of Civil Engineering at
the Indian Institute of Technology Bombay also conducted a six-day survey of
the meizoseismal area four days after the event. The Earthquake Engineering
Research Institute, USA, sponsored the visits of the above persons as part of the
Learning From Earthquakes project funded by the National Science Foundation,
USA.

Devbhoomi,Uttarakhand

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This report summarizes the observations made by the team on the
seismotectonic setting of the earthquake, behaviour of structures, and the
emergency response.
General Aspects of the Earthquake
The earthquake occurred at 00:35:13.59 hours (local time) near the town of
Chamoli in the state of Uttar Pradesh in northern India (Figure 1). The earthquake
magnitude is mb 6.3, MS 6.6 as per USGS, and it is mb 6.8, MS 6.5 as per India
Meteorological Department (IMD). The preliminary location of epicenters by
different agencies is somewhat inconsistent; 30°49.2′N, 79°28.8′E as per USGS,
and 30°17.82′N, 79°33.84′E as per IMD (Figure 2). Distances referred in this report
are with respect to the USGS location. Location of aftershocks recorded and the
damage pattern suggest that the zone of activity may be close to Chamoli town;
this region also showed a maximum intensity of VIII on MSK scale. USGS
estimate of the focal depth is 12 km.
Figure 1: Sketch of northern India showing locations of two great earthquakes,
Kangra (1905) and Bihar (1934). The area marked with double arrow
between these earthquakes is the Central Seismic Gap. Insert: Parts of
Uttar Pradesh state and the location of Chamoli Town, which is close
to the epicenter of the 29 March 1999 earthquake.
The quake was felt at far-off places such as Kanpur (440 km south-east from the
epicenter), Shimla (220 km north-west) and Delhi (280 km south-west).
Maximum death and damage occurred in the district of Chamoli where about 63
persons died and over 200 injured; about 2,595 houses collapsed and about
10,861 houses were partially damaged. In all, about 1,256 villages were affected.
A few buildings at the far away mega-city of Delhi sustained non-structural
damages. No instances of liquefaction were reported. Longitudinal cracks in the
ground were seen in some locations in the affected area.

Devbhoomi,Uttarakhand

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The Chamoli earthquake was accompanied by severe ground deformations.
Development of ground fissures, landslides and changes in the groundwater
flow were reported from several locations. Well-developed ground cracks
trending roughly in the east-west direction and showing lateral movement of up
to about 12 cm were observed in Gopeshwar, Chamoli and Bairagna. Attempts
were made to make trenches across some of these ground fissures at the Telecom
Hill, Gopeshwar (Figure 5). None of the trenches could be extended down more
than a meter, as these were bottomed on the rubbles or boulders, which form
part of debris. In one of these trenches, a poorly defined thrust plane was
detected. Orientation of these ground fissures, although discontinuous, conforms
to the strike of the thrust front (MCT-I). Majority of these east-west oriented
fissures, particularly those developed in the well-consolidated debris, may be a
manifestation of the fault movement.
Figure

Devbhoomi,Uttarakhand

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The results of the preliminary study in and around Chamoli are presented in Figures 3–525.jpg (7887 bytes). Although a number of landslides already existed prior to the earthquake, several new landslides of mappable size and many old landslides which were reactivated have been identified (Table 2).

 These have also been verified in the field (Figure 6). Some of these landslides have been marked in the LISS-III image (Figure 3) which also shows that many of the new landslides and reactivation of the landslides have been triggered along certain lineaments that are clearly discernible on the image. Figures 4 and 5 show the comparison of pre- and post-earthquake PAN images at two of these locations.

 Figure 4 shows several new landslides that have appeared just north of Gopeshwar town. Figure 5 indicates that the old landslides were reactivated, increasing the area and spread of slide debris along the slopes and streams.

The study has shown that major landslides were generated in the region by the impact of the earthquake-related ground motion. The study has also demonstrated that IRS-1C/1D data, especially the high resolution PAN data, of both the pre- and post-earthquake, can be used to identify and locate the changes in the land features caused by the earthquake. However,

 it was not possible to identify the damage to buildings and houses in urban or rural areas because of the small size of these structures in the hilly regions. Similar studies are being extended to the adjacent Rudraprayag region and a correlation of the major tectonic features and landslides caused by the earthquake is being attempted.

The present study has brought to focus the potential of high resolution satellite data in quickly identifying and mapping the landslides in the inaccessible mountainous terraines. Since the seismic activities are generally associated with active fault systems,

 mapping of these tectonic features assumes importance in earthquake studies. Satellite images due to their synoptic coverage have already proved their potential in delineating such structural features. The availability of multi-date satellite data of very high resolution such as IRS-PAN, especially with stereo-capability,

 has further opened up new vistas in seismic hazard and damage assessment studies in the inaccessible terrains of the Himalayas. This potential needs to be fully utilized for future studies in the region.

एम.एस. मेहता /M S Mehta 9910532720

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Views from Experts.


===========================

 When havens turn into hells

We need to learn to build earthquake-proof homes. S.M.A. KAZMI reports on the lessons Gharwal learnt after its last major earthquake

Earthquakes do not kill people. Houses in which people live do. The earthquake of January 26 that flattened out Bhuj and a good part of Ahmedabad demonstrated this eloquently.

It’s useful to go back to the lessons that emerged from the earthquake that hit Garhwal in 1999, which killed more than 100 people and destroyed more than 10,000 houses in Chamoli, Rudraprayag, Tehri and Pauri districts. It had at that time raised an old debate: the construction of earthquake resistant houses, particularly in quake-prone areas.

Earthquakes are a reality in the Himalayan mountain region, which is one of the youngest, tallest and most fragile mountain systems in the world. The Himalayan region has been formed as a result of the collision of the Indian subcontinent, as it drifts northwards on earth’s surface, with the Eurasian plate. This process, which has been on for the past 60 million years and continues even today, is the major reason for earthquakes occurring here.

As Dr V.C. Thakur, director, Wadia Institute of Himalayan Geology, points out, seismic activity is constantly going on in the Himalaya and, on an average, nearly 200 earthquakes of smaller magnitude occur every year in the Uttarakhand region alone. Most of them go undetected by the local communities.

In this century alone, earthquakes of magnitudes greater than 6 on the Richter Scale, like the Uttarkashi one in 1991 and Chamoli in 1999, have struck the region 12 times. According to a simplistic estimate, an earthquake of a magnitude greater than 6 strikes the region about once in a decade.

Geophysicists are now fairly certain that a great earthquake of magnitude 8 or above would strike the central Himalayan region between Dehra Dun and Kathmandu sometime in the next century. The Dharchula-Bajang area on the Indo-Nepal border and Tehri-Uttarkashi region were identified as the most likely places. These warnings should be taken seriously.

But to go back to the old problem, all the deaths caused in the Uttarkashi, Chamoli and even Latur earthquakes, were due to house collapses. In the Uttarkashi quake, 65 per cent of the houses in the epicentral area either suffered heavy damages or completely collapsed. Similarly in Chamoli and Rudraprayag districts more than 10,000 houses suffered damages.

Dr Ravi Chopra, of the Dehra Dun-based People’s Science Institute, who has been involved in popularising earthquake resistant features and strengthening or retrofitting all existing buildings. For this to happen, it would be necessary to change the current construction practices in the Uttarakhand region, which are increasingly influenced by houses built in the plains. It requires major information dissemination campaigns on the concept, practical training of the local masons in earthquake resistant features and the building of a number of demonstration houses.

Dr Anil Joshi of the Himalayan Environmental Studies and Conservation Organisation (HESCO), who had been involved in the construction of quake resistant houses in Tehri and Rudraprayag districts on the guidance of renowned architect Laurie Baker after the Uttarkashi quake in 1991, said that all those houses remained intact while many other houses in the vicinity collapsed in this quake. Laurie Baker emphasised on building houses with local material. ‘‘Only the poor masonry work in the rural houses and ignorance of the traditional wisdom in the construction of the houses has resulted in the losses,’’ he maintained.

While a whole lot of government agencies and research institutions had been saying some thing or the other about the construction of quake resistant houses after the earthquake, nothing has been done practically on the ground.
Chopra explained that for the house to be quake resistant, they must have tie-bands at the plinth, lintel and roof levels to help a structure absorb the shocks as a single unit. Since corners are most vulnerable they should be strengthened. Elasticity of the structure could be enhanced by introducing flexible members-steel rods at corners. Openings such as doors and windows should be few, small and symmetrically placed away from the corners. The houses should also be kept as light as possible.

There are examples in the entire Himalayan belt stretching from Kashmir to the North-East of having traditional earthquake resistant houses using locally available material such as wood, stones and mud. These structures are called pherols in Garhwal and have withstood the test of earthquake for well over a hundred years in many cases. Such structures are not possible due to the shortage of wood and lack of traditional wisdom but still, with a little application, sufficiently safe houses could be built.

‘‘An additional expenditure of mere six to ten per cent during construction can make the building quake resistant,’’ according to Dr A.S. Arya, head of the quake engineering cell of the Bureau of Indian Standards (BIS). Professor P.S. Saklani, vice-chancellor of the Garhwal University, who himself is a geologist has called for suitable legislation to ensure that people adhered to the quake resistant norms.
Several high level meetings have been organised to devise strategies to deal with the housing problems faced by the victims and also to ensure that houses rebuilt adhered to the basic quake resistant norms. But the fact is that after the hue and cry that greets every disaster settles down, nothing concrete is done on the ground.



The latest disaster in Gujarat has highlighted once again the need for long-term planning and internalising the wisdom of the ages into our construction practices. And here we have another problem to address. The need to make highrise buildings in downtown locations resistant to earthquakes. It’s now back to the old drawing board.




Source :  www.indianexpress.com/ie/daily/20010222/focus.htm

एम.एस. मेहता /M S Mehta 9910532720

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भगवान् से यही प्राथना है, दुनिया की किसी भी जगह किसी प्रकार की प्राक्रतिक घटना ना हो! लेकिन ये चीजे इंसान के हाथ में नहीं है!

लेकिन हम लोगो को कुछ जरुरी बातो का ध्यान रखने चाहिए जिससे कि  इन प्राक्रतिक के आने पर कम से कम जान माल का नुक्सान हो !

जैसे कि मकान बनाते समय भूकंप सम्बन्धी सभी बातो का ध्यान रखना चाहिए, भूकंप आने पर सीडियो वाले जगह के नीचे छुप जाए ताकि जान बच सके आदि !

यह जानकारिया जन हित में समय-२ जारी होनी चाहिए !

 

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