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{{Article Infobox2
|Category=Applications
|Category=Applications
|Title={{PAGENAME}}
|Editors=GMV
|Authors=GMV.
|Level=Intermediate
|Level=Medium
|YearOfPublication=2011
|YearOfPublication=2011
|Logo=GMV
|Logo=GMV
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Land Surveying is a technique and science of accurately measuring the distances and angles between different points, on the surface of Earth. GNSS has been used by land surveyors since the late 1980s, primarily for geodetic control networks and for photo control<ref name ="rics">[http://www.cnavgnss.com/uploads/Guidelines_for_the_use_of_GNSS_in_surveying_and_mapping.pdf Guidelines for the use of GNSS in land surveying and mapping], Royal Institution of Chartered Surveyors (RICS), Practice Standards, 2010</ref>.


Land Surveying is the processes of measuring the distances and angles between different points, on the surface of Earth. Satellite navigation has been extensively used by land surveyors since the late 1980s, primarily for geodetic control networks and for photo control.
Nowadays, GNSS is used to determine precise locations all over the globe, in any weather conditions and at any time of the day. GNSS geodetic surveying equipment has become smaller and easier to use being faster to use than other surveying methods. GNSS is specially used for large topographic surveys where a centimeter level accuracy is enough<ref>[[Wikipedia:Surveying|Surveying on Wikipedia]]</ref>.
 
Nowadays, GNSS is used to determine precise locations all over the globe, in any weather conditions. It is faster than other surveying methods, but it is not as accurate without with proper augmentation techniques.
 
GNSS systems are now available for many surveying tasks, including establishing control, setting out, real-time deformation monitoring, or on-board camera positioning for aerial photography.  


== Application Architecture ==
== Application Architecture ==
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[[File:Surveying in Pencoed.jpg|right|thumb|470px|Land surveying]]
[[File:Surveying in Pencoed.jpg|right|thumb|470px|Land surveying]]


GNSS position and elevation measurements are much more accurate than hand-measuring these locations, the previously available techniques to land surveyors using measuring tape and an angle sight.
Land surveying usually relies on geodetic control networks that will be used as reference points and surveys are made in relation to these reference points. In detail surveys the traditional survey techniques rely on measurements from other known locations, such as the edge of properties, landmarks, or even a surveyor's stake. These land references, are subject to change over the time. With the use GNSS the coordinates can be located precisely on a worldwide reference frame and the GNSS land surveying tools produce measurements that do not rely on what happens to the surrounding land, constructions or landmarks.  


Another benefit of the use of GNSS is that the coordinates can be located precisely, while other methods rely on measurements from other known locations, such as the edge of properties, landmarks, or even a surveyor's stake.
Usually GNSS survey equipment use GNSS augmentation techniques to achieve the required level of accuracy. These techniques can range from the use of satellite based augmentation systems such as [[EGNOS General Introduction|EGNOS]] or [[WAAS General Introduction|WAAS]] to dual frequency receivers using [[Real Time Kinematics|Real Time Kinematic (RTK)]]. The augmentation technique is chosen depending on the required accuracy of the survey, the available equipment resources, the time required for the survey and the environmental characteristics of the surveyed site.
All of these land references, are subject to change over the time. Contrariwise, using GNSS as a land surveyor tool produces measurements that will be accurate no matter what happens to the surrounding land, constructions or landmarks.  


Although, there are some degree of error present in all land surveying measurements, due to human mistakes, environmental characteristics like variations in magnetic fields, temperature, gravity and instrument errors.<ref name="land-surveying">[http://land-surveying-today.com/ Land surveying today site], Land Surveying and GPS</ref>
Typically survey grade receivers use [[Differential GNSS|DGNSS]] or [[Real Time Kinematics|Real Time Kinematic (RTK)]]. These techniques require data from a base station with accurate and known coordinates. The base station data can be obtained from a base station network, a single public station or a own base station setup by the surveyor. Also the surveyor can chose between realtime corrections (requiring a communication link between the station and the rover) or post-processing correction.


The typical difficulties for the GNSS part of the land survey include, atmospheric refraction (ionospheric and tropospheric problems), multipath and interference.<ref name="land-surveying" />
In general terms GNSS high-end surveying equipment is more expensive than high-end traditional surveying equipment but when used for large topographic surveys where centimeter level accuracy is enough the added cost of the equipment becomes irrelevant given that it can be much faster than traditional methods. Traditional methods are still able to achieve better accuracies and are still the best option for surveys where: sub-centimeter accuracies are required, in situations where a clear view of the sky is not available or if vertical accuracy is important. In general, for detail surveying for construction, the traditional methods are still preferred<ref>[https://www.e-education.psu.edu/natureofgeoinfo/ Nature of Geographic Information], Pennsylvania State University</ref>.


=== Survey Types ===
== Survey Techniques ==
GNSS survey techniques can be separated into the following methods<ref name="rics" />:


When using GNSS techniques, there are essentially three types of survey, which can be split conveniently into different accuracy bands:<ref name ="rics">[http://www.cnavgnss.com/uploads/Guidelines_for_the_use_of_GNSS_in_surveying_and_mapping.pdf Guidelines for the use of GNSS in land surveying and mapping], Royal Institution of Chartered Surveyors (RICS), Practice Standards, 2010</ref>
* '''Static Surveys''' - In a static GNSS survey, the receiver remain fixed during the period of observation, that is usually called occupation time<ref name ="rics" />. The occupation time refers to the time for how long the rover unit should be kept static to achieve the desired level of accuracy. Longer occupation times will lead to higher accuracy. Occupation times range normally from 10 minutes to 6 hours, although higher values may be used. Carrier-phase techniques are usually used in this kind of surveys.
* Control surveys – high accuracy
* Detail surveys – medium accuracy
* Positioning – low accuracy.


==== Control Survey ====
* '''Dynamic Surveys''' - In dynamic surveys, the rover unit will move around the site observing the same satellites as the base station. This type of survey provides a high rate of coordinate generation at the cost of having a lower accuracy than static methods. Kinematic methods are usually used for this kind of surveys. The algorithms used in dynamic surveys rely on the fact that while the rover can move around the site should never loose lock on the satellites signal. The techniques and algorithms used in dynamic surveys can be used in post-processing.


A GNSS control survey is used to form the main coordinate framework for a project, as in a classical survey. Control surveys are typically at sub-centimetre accuracy. The number of stations, their location and spacing will be determined by the purpose of the control, the accuracy of the eventual survey and the type of GNSS equipment available for the project.<ref name ="rics" />
* '''Real-time dynamic surveys''' - Real Time Dynamic Surveys use the same techniques and algorithms than dynamic surveys except that these algorithms are run on realtime on the rover units. This type of survey requires a permanent communication link between the base station and the rover.  


==== Detail Survey ====
== Application Examples ==
 
Detail GNSS survey provides an excellent tool to quickly, accurately and reliably position points of detail. For instance the points or features which may need to be mapped as part of the survey, within the confines of an area surrounded by the control survey. Detail surveys typically have a requirement for accuracy of between one to ten centimetres. Some applications, such as utility asset mapping, require accuracies in the 10 to 30 centimetre range, and hence form a middle ground between ''detail'' and ''positioning'' GNSS surveying.
 
The surveyor shall decide which type of GNSS data capture technique is most suitable to their locale and/or survey specification, for instance, [[wikipedia:Real_Time_Kinematic|Real Time Kinematic (RTK)]] network, single baseline or own base station.
There may be many instances of smaller areas of detail in a mapping project where traditional survey methods are more appropriate. Such methods can be quicker and more accurate.<ref name ="rics" />
 
==== Positioning ====
 
GNSS positioning frequently uses a single receiver, possibly receiving real-time [[wikipedia:Differential_GPS|DGNSS]] corrections or logging data for later post-processing, contrariwise to control and detail surveying. As a result, the accuracy for positioning is generally at the level of one to a few metres, rather than at a few centimetres. This type of survey would normally be accepted for precise navigation or for surveying features at the metre level to input into a [[wikipedia:Computer-aided design|CAD]] package or geographic information system.<ref name ="rics" />
 
== Application Characterization ==
 
There are two methods by which station positions in the GNSS reference frame can be derived: relative positioning and point positioning.<ref name ="rics" />
 
In '''relative positioning''', two or more GNSS receivers receive signals simultaneously from the same set of satellites. These observations are then processed in one of two ways.


In the first way, the components of the baseline vectors between observing stations are determined. Once the coordinates for one or more base stations are known, new rover stations can be determined with an accuracy relative to the known coordinates.
Land surveying makes use of several equipments such as transits, tape, theodolites and GNSS receivers.  
 
Modern instruments rely on GNSS and lasers for measurements<ref name="land-surveying">[http://www.landsurveyors.com/tools/land-surveying-gps/ Land Surveyors site], Land Surveying and GPS</ref>.
The other processing technique uses a single GNSS receiver located at a known point or base station which compares observed satellite ranges with known ranges. These corrections are then made available to other receivers in the vicinity through DGPS.
 
Relative positioning can only be used in situations where there are source control stations with known coordinates. When there is no national continuously operating GNSS receivers (COGRs) to be used as source control, available, the surveyor has the choice of using data from one or more of the International GNSS Service (IGS) COGRs or establishing a point position fix as the source control for the survey.
 
In '''point positioning''' method, data from a single station is processed to determine three-dimensional cartesian coordinates (X, Y, Z) referenced to the WGS 84 earth-centred reference frame (datum). The present accuracy for GNSS point position determinations ranges from 0.3m to 30m. This is the standard method used for stand-alone navigation receivers.
 
=== Survey Techniques ===
 
GNSS survey techniques can be separated into the following methods:
* Static Surveys,
** Low,
** Medium,
** High,
* Dynamic Surveys,
** High precision,
** Low/medium precision,
* Real-time dynamic surveys,
** High precision,
** Low/medium precision.
 
==== Static Surveys ====
In a static GNSS survey, the antennas and receivers remain fixed during the period of observation. Static survey is grouped in levels of, low, medium and high precision.<ref name ="rics" />
 
GNSS surveys operate closely to the technology limit when surveying height, where the precision is often more important than the one obtained in the plan.
In cases where GNSS observations are to be used solely to fix plan position, the site chosen for the control station doesn't need to be perfect. However, when the accuracy of the height component is required to be better than 40mm, site selection is clearly important.
 
Static survey is grouped in three levels of precision, high, medium and low precision.
 
In '''high precision static surveys''' method a baseline vector is computed after the observations have been logged, using a differencing technique.  Dual-frequency static methods are most suitable for control surveys and achieve the highest precision, of less than a centimetre.
 
The '''medium precision static surveys''' method is similar to high precision static surveys, but occupation times are reduced, hence a smaller amount of data is used to estimate and obtain the correct baseline solution.
The differences between high-precision static and medium-precision static are the following:  
* Dual-frequency data must be used,
* The processing software must allow computation of the baselines,
* The survey data must be virtually free of cycle slips, multipath and interference,
* Good satellite geometry is critical,
* Baselines are limited to a maximum of 40km.
 
The '''low precision static surveys''' is a point positioning method rather than relative positioning method. The procedure consists in fixing a GNSS receiver in a certain location and logging data for a period of time. The average precision obtained is around 0.3metres, however, the use of dual-frequency data can improve the position obtained.
 
==== Dynamic Surveys ====
 
In dynamic GNSS survey techniques many random measurement and GNSS system errors are absorbed in the coordinates, providing the highest production rate for all the GNSS methods.
Although, it generates coordinates very quickly, the precision obtained is not as high as by static techniques.<ref name ="rics" />
 
Dynamic survey is grouped in two levels of precision, high and low/medium precision.
 
In '''high precision dynamic surveys''', the methods of kinematic and on-the-fly kinematic can be used keeping one receiver fixed at a known control base station base, whilst one or more other receivers (rovers) move around the site using the same satellites.
 
In the kinematic technique, both receivers must initialise on a known baseline and then maintain lock on at least four satellites throughout the session. The on-the-fly method, on the other hand, does not require an initialisation on a known baseline.
 
In '''low/medium precision dynamic surveys''' the same general technique as the high precision method id used, but it can be based on L1 code, dual-frequency float or phase-smoothed code solutions, giving positioning up to the decimetre level.
 
==== Real Time Dynamic Surveys ====
 
With suitable communications link and proper processing software and firmware, the dynamic survey types can be carried out in real time. These techniques can deliver corrections to the user in the field.<ref name ="rics" />
 
Real-time dynamic survey is grouped in two levels of precision, high and medium/low precision.
 
In '''high precision base and user real-time (RTK) surveys''', high-speed communications links are used to transmit the base data to the rover using UHF or VHF, integrated in base and rover devices, with antenna, power, GNSS receiver, radio, modem and cables all mounted on or inside it.
 
A network RTK can also be used if there is mobile coverage available on the site. The procedure consists in subscribing to a network RTK correction service which provides data to the base station, via GPRS, instead of having a base instrument set up over a known point sending data to the rover.
 
In '''low or medium real time dynamic surveys''', differential GNSS techniques can be used, achieving a precision that can vary from one decimetre to a few metres. Dual-frequency data techniques can be used, granting a precision of one to three decimetre.
 
== Application Examples ==


Land surveying makes use of several equipments such as:<ref name="land-surveying"/>
The following companies are prominent in GNSS land surveying equipments market:
* Transits,  
*Ashtech,
* Tape,  
*[http://www.hemispheregps.com/ Hemisphere GPS],
* Theodolites and  
*[http://www.nikon.com/ Nikon Optical Instruments], produces Robotic and Optical instruments for land surveying.
* GNSS receivers.  
*[http://www.sokkia.com/ Sokkia],
Modern instruments rely on GNSS and lasers for measurements.
*[http://www.spectraprecision.com/ Spectra Precision],
*[http://www.trimble.com/ Trimble].


== Notes ==
== Notes ==
<references group="nb" />
<references group="nb" />
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<references/>
<references/>


[[Category:Applications]]
[[Category:Surveying, Mapping and GIS Applications]]
[[Category:Surveying, Mapping and GIS Applications]]

Latest revision as of 14:04, 7 September 2018


ApplicationsApplications
Title Land Surveying
Edited by GMV
Level Intermediate
Year of Publication 2011
Logo GMV.png

Land Surveying is a technique and science of accurately measuring the distances and angles between different points, on the surface of Earth. GNSS has been used by land surveyors since the late 1980s, primarily for geodetic control networks and for photo control[1].

Nowadays, GNSS is used to determine precise locations all over the globe, in any weather conditions and at any time of the day. GNSS geodetic surveying equipment has become smaller and easier to use being faster to use than other surveying methods. GNSS is specially used for large topographic surveys where a centimeter level accuracy is enough[2].

Application Architecture

Land surveying

Land surveying usually relies on geodetic control networks that will be used as reference points and surveys are made in relation to these reference points. In detail surveys the traditional survey techniques rely on measurements from other known locations, such as the edge of properties, landmarks, or even a surveyor's stake. These land references, are subject to change over the time. With the use GNSS the coordinates can be located precisely on a worldwide reference frame and the GNSS land surveying tools produce measurements that do not rely on what happens to the surrounding land, constructions or landmarks.

Usually GNSS survey equipment use GNSS augmentation techniques to achieve the required level of accuracy. These techniques can range from the use of satellite based augmentation systems such as EGNOS or WAAS to dual frequency receivers using Real Time Kinematic (RTK). The augmentation technique is chosen depending on the required accuracy of the survey, the available equipment resources, the time required for the survey and the environmental characteristics of the surveyed site.

Typically survey grade receivers use DGNSS or Real Time Kinematic (RTK). These techniques require data from a base station with accurate and known coordinates. The base station data can be obtained from a base station network, a single public station or a own base station setup by the surveyor. Also the surveyor can chose between realtime corrections (requiring a communication link between the station and the rover) or post-processing correction.

In general terms GNSS high-end surveying equipment is more expensive than high-end traditional surveying equipment but when used for large topographic surveys where centimeter level accuracy is enough the added cost of the equipment becomes irrelevant given that it can be much faster than traditional methods. Traditional methods are still able to achieve better accuracies and are still the best option for surveys where: sub-centimeter accuracies are required, in situations where a clear view of the sky is not available or if vertical accuracy is important. In general, for detail surveying for construction, the traditional methods are still preferred[3].

Survey Techniques

GNSS survey techniques can be separated into the following methods[1]:

  • Static Surveys - In a static GNSS survey, the receiver remain fixed during the period of observation, that is usually called occupation time[1]. The occupation time refers to the time for how long the rover unit should be kept static to achieve the desired level of accuracy. Longer occupation times will lead to higher accuracy. Occupation times range normally from 10 minutes to 6 hours, although higher values may be used. Carrier-phase techniques are usually used in this kind of surveys.
  • Dynamic Surveys - In dynamic surveys, the rover unit will move around the site observing the same satellites as the base station. This type of survey provides a high rate of coordinate generation at the cost of having a lower accuracy than static methods. Kinematic methods are usually used for this kind of surveys. The algorithms used in dynamic surveys rely on the fact that while the rover can move around the site should never loose lock on the satellites signal. The techniques and algorithms used in dynamic surveys can be used in post-processing.
  • Real-time dynamic surveys - Real Time Dynamic Surveys use the same techniques and algorithms than dynamic surveys except that these algorithms are run on realtime on the rover units. This type of survey requires a permanent communication link between the base station and the rover.

Application Examples

Land surveying makes use of several equipments such as transits, tape, theodolites and GNSS receivers. Modern instruments rely on GNSS and lasers for measurements[4].

The following companies are prominent in GNSS land surveying equipments market:

Notes


References

  1. ^ a b c Guidelines for the use of GNSS in land surveying and mapping, Royal Institution of Chartered Surveyors (RICS), Practice Standards, 2010
  2. ^ Surveying on Wikipedia
  3. ^ Nature of Geographic Information, Pennsylvania State University
  4. ^ Land Surveyors site, Land Surveying and GPS
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