• Join over 1.2 million students every month
  • Accelerate your learning by 29%
  • Unlimited access from just £6.99 per month

Global Positioning Systems and their use in General Surveying

Free essay example:

Modern Electronic Surveying Instrumentation and Software        Assignment 4

Site Surveying Procedures                Task 4.2                

Global Positioning Systems and their use in General Surveying

GPS (Global Positioning System);

GPS is a navigation system based on satellites, owned by the US Department of Defence, which works anywhere in the world. It can give positioning to within 10m by using a receiver. Originally, this was specifically for military purposes but has recently been extended for use by the public. The system is made up of 24 satellites, (4 satellites in 6 different orbital planes), orbiting at about 12’500 miles altitude every 12 hours.  

The receiver’s position is measured by each of these 24 satellites, whose position is known.  Not all of these satellites can “see” each other at any one tie as they are positioned all around the Earth. Each satellite computes the range of the receiver using accurate atomic clocks. These clocks are used to generate a unique signal for each satellite which the receiver also does at the same time and then compares the two. The time difference is measured using the following equation;

Range to Satellite (Distance) = Signal travel time (DT) x Speed of Light (Velocity)

This range is called a pseudo-range. Each satellites unique signal allows the pseudo-ranges to several satellites to be measured at the same time. The pseudo-ranges to at least four satellites are measured to give the position of the receiver, be it ground or handheld, in the following manner by using “Trilateration”;image00.jpg

The first pseudo-range gives the position on the surface

of a sphere;


Figure i

Figure ii                                The second reduces this to a circle;                        


The third gives the position to two points;

Figure iii


                                                        And the fourth confirms the actual

                                                        position of the receiver;

Figure iv

Figures i – iv found at on the Ordnance Survey website in the GPS for beginners section

Application of GPS for General Surveying Purposes - Please see Appendix A as case study in surveying;

Using GPS for surveying purposes measures the 3-dimensional distances, or baseline, between two points (receivers) which can be very accurate. One receiver must be a known point for which the Ordnance Survey can be utilised, but more information is required the greater the baseline. Instead of using the unique signal discussed above, surveyors use the “carrier wave” of that signal, which can be used as a ruler to measure the range to satellite. One wavelength = 20cm, so the accuracy is far greater than that of the pseudo-range.

The range to the satellite is calculated using all of the wavelengths and Interferometry, which is described on the Trimble website as;

“A measurement technique based on the fact that two waveforms will         

        constructively or destructively interfere with each other if they arrive

        slightly out of phase. The large effect of the interference is easier to

        measure than the signals themselves and so provides a very

        sensitive way to compare two signals.”

The calculation of the baseline is then completed by combining the information from both receivers. This accuracy can be enhanced by using as much information as possible, specialist software and geodetic equipment (Geodesy, or Geodetics, is a scientific discipline which deals with the measurement of the Earth in a three-dimensional, time varying space), which can give millimetre accuracy. Again, though, precise positioning requires exact known points.

“Real time” precision of a single receiver can also be enhanced by using “Differential GPS”, which calculates the corrections of the signals by using another GPS receiver at a known point. This third receiver compares its own known positions to that of the signals received. By comparing the differences the third receiver can correct the signal and give a more accurate position which is then sent to the other transmitters in the area for future reference via radio and satellite broadcasts.

Static GPS requires information collection over a period of several hours on two receivers simultaneously relative to the length of the baseline. Rapid Static is used on baselines of less than 20km but can be calculated to centimeter accuracy in minutes rather than hours. Real Time Kinematics GPS uses a radio to link the signals from the satellite to a “Rover Receiver” instantly. This technique limits baseline lengths and accuracy is not as good but the results are quicker.

Receivers can provide accurate horizontal positioning however; accurate vertical positioning can prove more difficult. The earth is not a perfect sphere; it is an ellipsoid which tapers at the North and South poles and with rises and falls in the surface created by valleys and mountains. The density of the surface, winds and temperature differences create further difficulties. Add in the oceans currents, which are in constant movement, and we have a more complicated equation to calculate the vertical position.


Figure v

Figure v can be found on the Geoid website as per the reference below

Some of the more common error sources are as follows;

  • Ionospheric Delays; this is the upper layer of the atmosphere which can disturb the GPS signals.
  • Satellite & Receiver Clock Errors; The errors of precision can be up to 1m in the satellites. Receiver clocks are far less accurate than satellite clocks due to their cost and weight being unfeasible for ground GPS.
  • Multipath Error; This occurs when more than one signal is received due to reflection on other nearby objects such as tall buildings or lakes.
  • Satellite Geometry; When the satellites are grouped together in a line the geometry is poor. The effect of this is called Geometric Dilution of Precision (GDOP).

Information from the GPS is related to a global co-ordinate system called WGS84 (World Geodetic System 1984). GPS position is given in latitude, longitude and ellipsoid height.

The WGS84 system, however, becomes inaccurate when using fixed points for land surveying because of constant motion of continents; in Great Britain, this motion moves at a rate of 25mm per year away from the WGS84. This means the fixed points are effectively null and void. Therefore the European Terrestrial Reference System 1989 (ETRS89) is the standard GPS system throughout Europe which is linked to the European continent. For the UK, the Ordnance Survey’s OSTN02 and OSGM02 are the most accurate as they change the ellipsoid height into height above sea level.


Although GPS began as a satellite navigation and positioning

system for the US military, which is highly accurate, the civilian

version leaves more to be desired, therefore Europe is now

building its own system. This is to be called “Galileo” and will be

a global network of at  least 22 satellites which will provide precise

 timing and location information to become operational in 2013.

This will give EU countries the access they need to a service which                         Figure vi

previously had the monopoly held upon it by the US government.

Although the US GPS service is reliable currently, this is not guaranteed for the future. Galileo is intended for civil use and as it is likely to be run by a private consortium in the future, levels of service will be guaranteed.


General GPS information available at http://www.trimble.com/gps/index.shtml(Accessed 17th February 2010).

General GPS and figures i, ii, ii and iv information available at http://www.ordnancesurvey.co.uk/oswebsite/gps/information/gpsbackground/beginnersguidetogps/index.html(Accessed 17th February 2010).

Accuracy of GPS general information available athttp://www.gpsu.co.uk/heights.html(Accessed 17th February 2010).

Error Sources, DGPS information and ellipsoid figure v available at http://www.souterrain.biz/A%20short%20GUIDE%20TO%20GPS3.htm(Accessed 17th February 2010).

Galileo information available at http://www.aatl.net/publications/galileo.htm(Accessed 17th February 2010).

Galileo information available athttp://news.bbc.co.uk/1/hi/sci/tech/4555276.stm(Accessed 17th February 2010).

Information on GPS Baseline processing available at http://www.gmat.unsw.edu.au/snap/gps/gps_survey/principles_gps.htm(Accessed 17th February 2010).

Future of GPS information available at http://www.ordnancesurvey.co.uk/oswebsite/gps/docs/geodesy_and_positioning.pdf(Accessed 17th February 2010).

General GPS information available at http://www8.garmin.com/manuals/GPSGuideforBeginners_Manual.pdf(Accessed 17th February 2010).

Ellipsoid height figure v found athttp://www.geod.nrcan.gc.ca/images/wgs84geoid_e.jpg


This student written piece of work is one of many that can be found in our University Degree Planning section.

Not the one? Search for your essay title...
  • Join over 1.2 million students every month
  • Accelerate your learning by 29%
  • Unlimited access from just £6.99 per month

Related University Degree Architecture, Building and Planning Skills and Knowledge Essays

See our best essays

Related University Degree Planning essays

  1. Examine both of the urban land use models for Hoyt and Burgess, and then ...

    There were a lot of spatial differences in terms of ethnic, social and occupational status, while there was low occurrence and use patterns. The concentric model assumed a spatial separation of place of work and place of residence, which was not the generalized until the twentieth century.

  2. Condition survey

    3km north from Brighton seafront. This presents several environmental factors that will affect the deterioration of the building. The wind speed and frequency of driving rain, coupled with the higher salt content contained within this rain will create a higher wear of surface finishes than if the property was located further inland.

  1. This document is an adaptation scheme proposal and feasibility study report for Manor House. ...

    audit be completed to establish the exact dimensions and energy use of the current building configuration. 3.2.3. Internal design Now that a suitable proposal has been selected, the internal design of the building must be realized. This will be carried out by establishing the internal area of each floor and

  2. Investigation into Proposals for the Superstructure of a Building

    Typical chemicals found include: � Hydrogen sulphide � Carbon monoxide � Carbon dioxide � Methane Check that the calculated effluent outflow can be accommodated without the possibility of the drainage system flooding as a result of sewer surcharge. Details on calculation methods for below-ground drainage are contained in BRE Good

  1. Analysis on China real estate industry

    requirements for lending, resulting in a substantial growth of domestic lending part of investment and development funding. 2) The Difference of Urbanization The urbanization rate of Japan scaled the height of 76.7% in 1985, indicating the end of urbanization process; yet China is still accelerating in the progress of urbanization, reaching only 45.68% in 2008.

  2. Urban Celebrations in the Light of Ritual Theory.

    A new building for the local hospital was build, the museum was transferred to a reconstructed building and its territory and collections acquired more space, two main streets where reconstructed completely to acquire the original look of the prosperous merchant town of the last century that Kasimov was; basically all historically significant buildings were renovated to a certain degree.

  1. Modernising planning processes - A Consultation Paper

    2.2 The first two elements are mainly the responsibility of the Planning Service. Appeals and inquiries are dealt with by the Planning Appeals Commission which is an entirely independent body now sponsored by the Office of the First Minister and Deputy First Minister.

  2. Examine Shirley Jackson's use of setting in her short story, "The Possibility of Evil."

    The impact Miss Strangeworth has on the people of this small town would never be as effective, or even possible, in a larger city where folks are not familiar with each other's history and daily routines. Miss Adela Strangeworth cannot stand anything other than absolute perfection and order, and she is constantly on the lookout of any lack of it.

  • Over 160,000 pieces
    of student written work
  • Annotated by
    experienced teachers
  • Ideas and feedback to
    improve your own work