Articles in the Geodesy Category

Oct 2007 | Comments Off on The Potential of VSOP2

SVLBI (Space Very Long Baseline Interferometry) is an extension of the ground-based VLBI into the space. It has some important potential applications in geodesy and geodynamics, including the definition, practical realization, and the interconnection of different reference frames, determining the geocentric positions of VLBI stations, estimation of the gravity field of the Earth, and satellite orbit determination using the delay and delay rate observables.

Jun 2007 | Comments Off on The “Real” Definition of “ITRF”

To create no residual global rotation with regards to the crust in time evolution in orientation, IERS in the first ITRF88 retained the BIH Conventional Terrestrial System (CTS) and its Conventional Terrestrial Pole (CTP) 1984.0. Since then, it has realized the same “Pole”. However, IERS changed the name “CTP” to International Reference Pole (IRP).
Historical Start
The Earth’s first Terrestrial Reference Frame (TRF) was called Conventional International Origin (CIO) 1905 where the mean orientation of the Z-axis was defi ned by International Latitude Service from six years of observations between 1900 to 1905 (Note: There is NO other “CIO” ever defi ned). The records are not clear whether ILO ever provided a specifi c defi nition for the X-axis and/or the zero meridian.

Feb 2007 | Comments Off on The datum debate continues

In India, for topographical mapping, we are using an old Geodetic Datum (reference ellipsoid on which the coordinates: Latitude and Longitude are projected, and mapping is carried out), called Everest 1880, defined by the work of Col. George Everest (one of the greatest Geodesists, for whom the highest peak in the world is named). It is a local datum, best-fi tting for India (as in 1880), but not fi tting the Earth as a whole in the best possible manner.

Feb 2007 | Comments Off on Determination of local gravimetric geoid

The demand for a high resolution geoid model has grown substantially during the last few decades especially after inception of Global Positioning System (GPS). Many countries across the world have already developed their own geoidal model which serve as the means of deriving orthometric heights from GPS observations. The impact of GPS on surveying application is undeniable. More so, this revolution has not been confi ned to the surveying community, but has extended into mapping, navigation and Geographic information system (GIS) areas. During the last few years, we have been witnessing the wide spread adoption of GPS with an equivalently
vibrant range of accuracy requirement. Many of these applications require accurate vertical positions.
The task of transforming the ellipsoidal height obtained from GPS technique to the orthometric height has prompted geodesists around the world to determine the high precision geoid undulations, for their region of interest. In India the present day nation wide geoid was computed a long time back and based on astro geodetic observations with respect to Everest spheroid. It has various limitations and does not have any signifi cance as far as GPS solutions for orthometric height is concerned.

Jan 2007 | Comments Off on North pole keeps moving south

In 1900, the International Latitude Service started to monitor the wobbling and wandering of the North Pole. Since that year, the North Pole has been moving south. In everyday terminology, it has moved secularly on the Earth’s surface in the only direction it knows, i.e., south. The total motion has been about 13.5 meter over the past 100+ years, which in other words amounts to an amazing rate of 13 cm per year or about 1 cm per month…

Dec 2006 | Comments Off on Is definition of WGS 84 correct

The first and original version of the “WGS 84”, defined by a special committee of the Defense Mapping Agency (DMA), was released in September 1987. As this task of updating the WGS 72 was concurrent with development of the North American Datum (NAD)

May 2006 | Comments Off on SIRGAS — a geodetic enterpriseL

SIRGAS (Sistema de Referencia Geocéntrico para las Américas) is a joint project of South, Central and North American countries in cooperation with some international institutions for the establishment and maintenance of a geocentric reference frame for practical and scientific use. A unique reference frame for the American continent was established by two extremely successful geodetic observation campaigns…

Apr 2006 | Comments Off on Optimizing gravimetric geoid solution

Transformation of GPS derived ellipsoidal height to orthometric height is one of the most important applications of gravimetric geoid. Its applicability remains questionable if the above transformation cannot be done to a reasonable order of accuracy. Use of GPS observations at levelling benchmarks and subsequently determined geoidal seperation using the geometrical relationship between geoid and ellipsoid (see fig. 1 )…

Feb 2006 | No Comment

Modern technologies should appropriately be blended with government developmental programmes.India is an agrarian country with about 72 per cent (about 80 Crores) of its population in about 5,75,936 villages, the villages are inhibited by the rural poor with agriculture as their predominant occupation.They are largely small and marginal farmers, agricultural labourers, artisansand scheduled castes and scheduled tribes. A large number of rural people (about 30 crore) are still living below the poverty line and often face thebasic problem of survival, viz., jobs, poverty, hunger, shelter, ill-health and disease.

Feb 2006 | No Comment

The most important ingredient for “Preparedness”.Unless we are “fully” prepared, we cannot have good and timely
response. And, to be fully prepared with good coordinates is in the
hands of geodesists, surveyors, map or chart makers, and all others,
who generate data. In turn, correct and accurate “Good Coordinates”
and quick and timely advice will strengthen the hands of the country’s
leaders, civil and/or military.If anything is lacking in good
coordinates, “We” would be failing with no room for any excuse(s).