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CONSIDERING THE INTIAL ASSESSMENT , RELATIVE STABILITY IN THREE DISASTER SITUATIONS - Essay Example

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RELATIVE STABILITY IN THREE DISASTER SITUATIONS CONTENTS Number Topic Pages 1 First Situation Assessment and Relative Stability 1-2 2 Second Situation Assessment and Relative Stability 3 3 Third Situation Assessment and Relative Stability 4-5 4 Bibliography 6 First Situation Assessment and Relative Stability It was 15th August 2007 when an intense earthquake of magnitude 8 on the Richter scale hit the middle coast of Peru1…
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But since the local administration was already triggered emotionally, there was absolute coordination lapse between the authorities and no strategic plan was there to cope up with such magnified disasters. International organizations, NGOs, UN agencies became active and responded to the call but the lack of proper coordination and affliction estimation proved the initial relief efforts were fruitless. This earth quake was a result of propulsion between the tectonic plates, it was the South American plate getting up over on the Nazca plate.

According to geological and seismic specialists, such earth quakes in the region are generated after every 100 years in this region of Peru. As the earth quake smashed the country, the major danger was the tsunami threat to the adjoining areas. The earthquake relative stability was already stranded as all daily life activities appeared to seize in destroyed areas. In order to cope up with such magnified threats there should be master recovery plan for earth quake disaster. The plan should focus on militia training for rescuing people and dealing with such disasters, special rescue teams, department for master management of relief activities so that all governmental, local, NGOs, international efforts can be centralized with a genuine assessment so that efforts can be optimized for maximum relief. 1. Second Situation Assessment and Relative Stability 4rth March 2008 New York, an unoccupied 5 floor building partially damaged in Manhattan Upper region.

As far as the building was vacant and it was not totally grounded therefore, no injuries or any other fatality had been reported. Moreover the assessment of engineers and architects claimed that two upper walls and some of the floors had been disturbed or damaged by the propulsion within the building itself. The analysts feared that the building was damaged due to the vibrations that were caused by the sub way railway system. The subway route could further influence on the building, therefore, it was suspended at that time of the event, while passengers were later advised to travel through an alternative route.

The building was already in the listings of complaints launched by the vicinity residents to the concerning Department of buildings but still till that time of event no preventive measures were properly made. If the building would had collapsed completely there could be increasing numbers of causalities, because nearby constructions would had been in grave danger. Furthermore as building was partially collapsed, and sub ways were suspended the passengers were facing extreme distress to wait until they were properly channelized.

Therefore, relative stability was out of order due to the negligence of concerning authorities. Moreover, rail sub ways should be designed in a way that there should be proper mechanisms which can be vibration proof or vibrant resistant lamination surrounding sub-ways so that adjoining buildings on ground cannot get dismantled by continuous vibrations. Furthermore concern authorities for building must always work for preemptive approaches rather reactive approach that can result in harming relative stability. 2. Third Situation Assessment and Relative Stability Hurricane Katrina was initially formed in 23rd August 2005.

This later afflicted Bahamas, Gulfport,

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