Articles in the Mycoordinates Category

coordinates

Feb 2006 | No Comment

The interface
Seventy per cent of India lives in villages.
And villages mean not ‘big’ problems but very ‘basic’ problems.
Where the question is to fulfi ll the basic needs such as food and shelter.
Where access to clean water, education and health facilities itself is an issue.
Where there is a struggle for survival on a daily basis.

Jan 2006 | Comments Off on On a different note?

 
 
 

What leads us to make a map?
A desire to locate from anything to everything …

Dec 2005 | Comments Off on My Coordinates

 
 
 

NSDI in India: A dream being pursued
 
National Spatial Data Infrastructure (NSDI) …

Dec 2005 | Comments Off on Multiple reference station GPS networks for airborne navigation
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Interest in the use of Global Navigation Satellite Systems (GNSS) as a main source of navigation reference is increasing. The system employed for such a purpose should be capable of meeting the requirements of air navigation in terms of accuracy, availability, integrity, and reliability. At present, the accuracy requirements for all ?ight categories up to precision approach are summarized in Table 1. The accuracy requirement for Category I can be achieved most of the time using wide area differential systems such as the American “WAAS”, the European “EGNOS”, and the Japanese “MSAS”. The American Federal Aviation Authority (FAA) is developing a Local Area Augmentation System (LAAS) for categories II and III, involving the ?nal and precision approach phases of ?ight. The system includes at least four reference GPS receivers located at each airport, whereby GPS measurements are collected and processed in real time. The computed GPS differential corrections are sent to aircraft via a (VHF) radio link to calculate its location. LAAS preliminary test results have generally demonstrated accuracy of less than 1 meter. However, the percentage of system availability is still under evaluation. The cost of establishing LAAS for major airports is expected to be significant.

Nov 2005 | Comments Off on The casualty

 
 
 

October 8, 2005.
The earth quaked again. This time more than 70,000 …

Oct 2005 | Comments Off on ‘Rights’ on ‘Information’

 
 
 

 

It took more than 55 years.
The greatest and most vibrant democracy of the …

Sep 2005 | Comments Off on Hurricane Katrina

 
 
 

 

 
According to some reports, the warnings were made well in …

Sep 2005 | Comments Off on The role cadastral data modelling in e-Land administration
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Land administration systems evolved from a focus on core functions of regulating land and property development, land use controls, land taxation and disputes (Dale & McLaughlin, 1999) to an integrated land management paradigm designed to support sustainable development (Enemark et al., 2005).

Aug 2005 | Comments Off on Moved and moved on

Terrified at what we saw through the electronic media; the agony and trauma that Mumbai underwent …

Aug 2005 | Comments Off on Measurement of deflection of a bridge
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Engineering structures undergo deformation due to various kinds of static and dynamic loads. Thus, monitoring of structure, specifically large structures such as high-rise building, bridges, dams etc., is essential to ensure its safe deformation behavior. With multifold rise of traffic, to provide safety and to prevent disaster, it has become necessary to detect uncharacteristic deflections and vibrations of bridges. The instruments which are often used for measurement of defl ection such as
strain gauge, accelerometer, tiltmeter, vision system, optometer, laser gauge meter etc are often cumbersome as well as costly in implementation. Moreover, they suffer from one defi ciency or the other. Hence, there is a need for a method which is simple, economic yet provides accurate and reliable measurement.