Friday, October 29, 2010

Post Processing Static GPS Occupation Data With Topcon Tools

Topcon Tools software provides a powerful post-processing solution, network analysis and adjustment with an intuitive operator interface. In this post I will briefly cover the post processing procedures for for a Static GPS Occupation.

Before you begin verify that you have the proper access code, security dongle or server license and the PP module enabled. To verify this select “Licenses…” under the Tools Help pull-down menu.

Licenses Once the license and module has been verified you can begin by starting a new job:

NewJob Create new Job

A custom configuration for your project can be defined at this point if needed by selecting the Edit configuration button if desired.

Select the OK button to proceed.View menu

I personally like to activate both the Tabular View and the Occupation View prior to importing any raw GPS data by selecting them under the View pull-down Menu.

 

 

 

Next I will import the raw GPS static file by selecting Job>Import. Change The Format name to the desired data type. Topcon Tools can import various types of RINEX data, Sokkia PDC files and Topcon TPS files in their raw formats.

For this example I will import a TPS raw data file:

Import TPS

After import the log file will be graphically represented by a green bar in the Occupation View.

Occupation view1

The time represented at the bottom of the view is Greenwich Mean Time (GMT) by default. The time display can be set to local time in the Job Configuration> Display menu. 

A legend can be displayed for the Occupation View with a right click anywhere on the view and selecting Options… check the “Show Legend” box

OptionsShow

To display all of the recorded Satellite Vehicle (SV) observations expand the occupation by clicking the “+” node next to the occupation name:

Occupation View 2

Occupation View allows cutting a part of the satellite’s observations from a point’s occupations. To cut the satellite’s observations, select the desired satellites and time interval and right click any selected area, then click Disable on the pop-up menu.

Import CORS/IGS Data

Static data can be easily imported from the internet using Topcon Tools by selecting Import from Internet under the Job pull down menu: Import from internet1 

The center of project, begin and end times will be populated according to the existing observations in the job.

Improt from internet 2

The Advanced options can help further define the search criteria.

Advanced Options

Select “Search Points” to begin the internet search. Once a return has been generated for nearby stations select “Search Files>>” to locate the unique files for that station. An Ephemeris can also be downloaded for GPS and GLONASS  if checked.

Select “Import selected files” to complete the request. The status bar at the bottom of the page will display the progress.

The Import from Internet window can be closed by clicking the “X” in the upper right hand corner of the command bar.

All occupations should now be displayed  in Occupation View:

Occupation View 3

You should also have vectors displayed in Map View:

Map View Vectors

Importing Control Data Sheets

Now that the supporting station data has been imported you will have to import the data sheets to “fix” the position of each station and identify each as a controlling point. Topcon Tools makes it very easy to import NGS Data sheets that are downloaded from the web. To begin this process I will visit the National Geodetic Survey –Datasheet site at: http://www.ngs.noaa.gov/cgi-bin/datasheet.prl

Select DATASHEETS:

Datasheets

Select CORS SiteID: Select submit and save DATA SHEETS as an html only file.

In Tools select Job>Import. Change the format name to NGS Datasheet and browse for the saved file.

The file control point coordinates will merge with the downloaded static data.

Process vectors by selecting Process/ GPS+ Post Processing. Vectors meeting the set criteria will be green in color.

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Thursday, August 26, 2010

Velodyne Introduces HDL-32E LiDAR Sensor

Morgan Hill, CA (August 23, 2010) Velodyne Lidar, Inc., a leading manufacturer of high definition LiDAR (Light Detection and Ranging) sensors, today announced the introduction of the HDL-32E to meet the demand for a smaller, lighter, and less expensive product for autonomous vehicle and mobile mapping applications.

http://www.velodyne.com/lidar/hdlproducts/hdl32e.aspx

The HDL-32E extends the core technology developed for the revolutionary HDL-64E introduced in 2007. The HDL-32E measures just 5.9 inches high by 3.4 inches wide, weighs less than three pounds and is designed to meet stringent military and automotive environmental specifications. It features up to 32 lasers aligned over a 40 Vertical Field of View (from +10 to -30 degrees), and generates 800,000 distance points per second. The HDL-32E rotates 360 degrees and provides measurement and intensity information over a range of five centimeters to 100 meters, with a typical accuracy of better than +/- 2 cm. The result is a rich, high definition 3D point cloud that provides autonomous vehicles and mobile mapping applications orders of magnitudes more useful environmental data than conventional LiDAR sensors.


About Velodyne
Velodyne LiDAR, Inc. is a leading manufacturer of high definition LiDAR sensors. Headquartered in Morgan Hill, California, the company's HDL-64E and HDL-32E sensors are used in a variety of military and commercial autonomous vehicle applications as well as 3-D mapping, surveying and other applications.

Friday, August 20, 2010

Create a new Job in Topcon TopSURV

1. To create a new job, tap Job > New Job or tap the New button on the Open Job screen during initialimage startup. The New Job screen displays. Enter the Name of the job and corresponding information (that is, the name of the surveyor and any necessary comments). The date is stored automatically. Tap Next to move to the next screen. At any stage, select the Finish button to create a new job. See the following sections to create a new job for your mode of survey.

A Job file contains all the pertinent data for the work being done; settings of the performed work and information on the Survey Configuration.

Tap Finish at any time to make the new job current and use the settings from the previously open job.

A Survey Configuration is a set of settings, such as instrument parameters or radio settings, which are independent of the job (one configuration can be used on several jobs). Configuration settings are applied to the equipment only after opening a screen that measures and stores data in the job file.

Survey configurations are stored in the Styles.tsstyles file in the TopSURV directory.

2. By default all job files are stored in the Job folder of the TopSURV directory. To change the location of the job being created, tap Browse on the New Job screen.

3. On the Survey Style screen, select the Survey image Configuration, for both the GPS+ and TS and tap Next.

A Survey Configuration is a set of parameters that describe work conditions and depend upon the instrument used for the survey. The last Open configuration will initially display.

Selecting a Configuration

A new configuration is performed with the help of a Wizard.

When creating a GPS+ configuration, use pre-defined configurations or create new ones. The pre-defined configurations are listed in drop-down menus in the corresponding fields. In the GPS+ Configuration field, choose one of the pre-defined configurations or tap the List button to create a new one or edit the parameters of an existing configuration. The Configurations screen displays. Once the survey configuration has been selected, other job settings can be selected by tapping Next on the Survey Style screen.

Coordinate System

1. On the Coord System screen set the parimageameters of the coordinate system used: the projection, the Datum, and/or Geoid, then tap Next.

Adding a Geoid File

Geoid is a physical reference surface. Its shape reflects the distribution of mass inside the earth. Geoid undulations are important for converting GPS-derived ellipsoidal height differences to orthometric height differences.

Install the geoid file on the controller prior to adding it to the list.

Global geoid files can be opened and truncated in Topcon Link to fit the file to the job area.

Some geoid files can be installed on the controller during TopSURV installation. They are provided to the user with the TopSURV installation program as “.gif” files.

To add a geoid file to the drop—down list in the Geoids field of the Coordinate System screen, tap the List button next to this field.

1. On the Geoid List screen, this is initially imageempty, press the Add button.

2.On the Add Geoid screen, select a Geoid tile from the controller directory to view the boundaries of the geoid application. Select Geoid 99/2003, Australian, Canadian 2000, Canadian 95, Geoid File Format, Mexico 97, Sweden, Denmark, Dutch2004 Files, or Norwegian Files.

3. Press OK to return to the Geoid List screen with the geoid tile added. This list corresponds to the Geoids drop-down list in the Coord System screen.

Grid to/from Ground Transformation

If necessary, perform the Grid to Ground coordinate transformation.

A ground projection is a grid mapping projection rescaled to convert point coordinates to another reference surface (up to the average project elevation) to produce near ground distance values. The ground system can be rotated and shifted relative to the grid system. The ground coordinates can be converted back to the grid projection.

It is very important that you understand the various factors and methods for “Grid to Ground” scaling prior to using this option.

Unitsimage

Set the distance and angle units of the job on the Units screen and tap Next. For the Total Station mode, also select the temperature and pressure units.

Display

Figure 7. Display

On the Display screen select the Display parameters: the type of Coimage ordinates displayed, the plane coordinates order, the reference direction for Azimuth and representation type and the method for displaying position on the Centerline (Station or Chainage). If the Station is selected as representation type to display position on the CL, set the Full Station value. Then tap Next.
Alarms

On the Alarms screen, check and enable the Audible Alarm field to enable a sound for alarms in the Controller, Receiver, or Total Station. Place the check marks, where necessary.

Tap Finish to save for the newly created job

Monday, June 14, 2010

Kinematic Data Collection using Topcon TopSURV

Starting The “Base” Occupation

Requirements:

1. A serial or Bluetooth connection has been established between the FC-200 and the GR-3 Base.

2. The SD memory is installed in the GR-3.

Performing a Static Survey

1. To open the Start Base screen choose the GR-3 Kinematic configuration in the Survey Config screen (use the Configure icon) and tap clip_image005Setup GPS > clip_image007 Start Base.

2. Enter the parameters of the occupation point: name, code and antenna height and height type.

3. Tap Start Base. The survey will start, and the Duration field displays the timeclip_image002 passed, since the beginning of survey.

4. To stop the survey, tap the same button (when taped, it changes (toggles) to Stop Base).

Kinematic Data Collection on the “Rover”

Requirements:

1. A serial or Bluetooth connection has been established between the FC-200 and the GR-3 Rover.

2. The SD memory is installed in the GR-3.

Performing Data Collection

1. To open the Topo screen select Survey>clip_image009 Topoclip_image011

2. The Topo screen will look very similar to the Topo screen when surveying in RTK mode. clip_image014

3. With the static configuration we will start a log file first. When starting a log you will give this a name for the area or job if you are going to run a kinematic survey.

4. After starting the log tap the Starclip_image016t button to begin the epoch count for that observation. The observation for that point will continue until the desired epoch count has been reached. This is the Stop portion of the Kinematic observation.

5. If you are collecting in Kinemclip_image019atic Mode you will leave the log file running and move to your next point. This is the Go part of the kinematic survey.

 

 

 

clip_image012

TopSURV Kinematic Configurations

The following example configuration will allow Kinematic Data Collection using Topcon TopSURV data collection software:  

image image Add a new configuration called GR-3 Kinematic (This configuration is of course intended for a GR-3 receiver)

image image Set the logging rate to the desired rate. This should be equal too or less than the rate on the Base station. The Logging Rate also dictates the epoch count.

image image

Selecting User Defined as the File Name allows you to name your static/kinematic files instead of the default Topcon timestamp.

image image

Occupation time is simply a suggested occupation time based on the number of Satellite Vehicles and the antennas  frequency capability. The Number of ephocs dictates the length of each observations. If the logging rate is set at 5.0 and the Number of Epochs is set at 12 then the total occupation time would be: 5X12=60 seconds.

image image image image

Tuesday, May 11, 2010

Downloading Topcon GR-3 Static Files

After completing a static survey, download data files to a computer for storage, post—processing, or backup. Also, the receiver memory holds a finite amount of files and information, so downloading data prevents files from being lost. PC-CDU and Topcon Link both provide file managers to download files from the receiver to your computer, and to delete files from the receiver.

Connecting the Receiver and a Computer

Make sure the computer has the TPS USB driver installed and that the USB option is enabled.

1. Use the USB cable; connect the USB port of the computer to the receiver’s USB port.

2. Press the power buttons on the receiver and computer to turn them on.

Downloading Files via Topcon Link

Topcon Link provides two options for downloading files from a receiver: via Windows® Explorer or via the Topcon Link interface.

Before you can download files, you must connect your receiver and computer.

...Using Windows Explorer

Perform the following to download files using Windows Explorer:

 1. Connect your receiver and computer.

2. Open Windows Explorer and click the Topcon Receiver folder.image

The right panel of the window displays the automatic start of searching for Topcon receivers connected to any of the computer ports (COM and USB).

clip_image005When finished, all receivers connected to the computer ports display.

3. To stop searching for receivers when the receiver has been found, click Stop. Only the discovered receivers display.

4. To update information about the receivers connected to the computer port, click Search for connected receivers.

5. To view information about the receiver (Figure 10), right-click the receiver, and select the Properties option.

6. To view the raw file, click on the receiver.

7. To import the file(s) from the receiver to a folder, select the file(s), and copy to the folder using drag-and-drop method.

clip_image008Using Topcon LINK

Perform the following to download files using Topcon Link:

1. Connect your receiver and computer.

clip_image0102. Launch Topcon Link; click the Import from Device button on the Toolbar.

3. From the left panel of the Import from Device dialog box. Double-click Topcon Receivers.

4. To view information about the receiver, right-click the receiver and select the Properties option

clip_image0155. In the right panel of the Import From Device window, navigate to and select, or create, a folder to save the files.

clip_image0176. To view the collected raw tile, double click (or click Select in the pop-up menu) the receiver. To import the file(s) from the receiver to the computer and to save in the selected folder, highlight the file(s) and click the double arrows

7. The import in progress displays

GPS Fundamentals

The Global Positioning System is vast, expensive and involves a lot of technical ingenuity, but the fundamental concepts at work are quite simple and intuitive.

The Global Positioning System (GPS) is a constellation of about 30 Earth-orbiting satellites (24 in operation and extras in case one fails). The U.S. military originally developed this satellite network as a military navigation system but has made it available for civilian use.

• Each satellite weighs 3,000- to 4,000-pounds

• They are solar-powered

• Each satellite orbits the globe at about 12,000 miles (19,300 km), making two complete rotations every day.

clip_image022Trilateration

A GPS receiver must locate four or more of satellites and calculate the distance to each. Using this information the satellite can determine its own location. This operation is based on a simple mathematical principle called trilateration.

Trilateration is defined as a method for determining the intersections of spherical surfaces given the centers and radii of the three spheres.

We can visualize this concept on a map by using three known positions. For this example (see Figure 1.) we will use the city centers of Albuquerque, Santa Fe, and Las Cruces. If a distance is determined from each city center to our unknown point, one could calculate a location for the “unknown” by finding the intersection of each city center radius. By plotting three circles, representing the determined distances, it would be easy to visually see that they all are likely to intersect at the city center of Roswell. A fourth distance from the city center of Carlsbad is used as a check, confirming the “unknown” location is in Roswell.

3D-Trilateration

Based on the principals of Trilateration the GPS receiver has to know two things:

clip_image0251. The location of at least three satellites above you

2. The distance between you and each of those satellites

The GPS receiver calculates these by analyzing high-frequency, low-power radio signals from the GPS satellites. The GPS receiver can figure out how far the signal has traveled by timing how long it took the signal to arrive. A position can be determined by three satellites, and verified by a fourth satellite. Precise survey receivers may require 5-6 satellites for a “fixed” position.

Timing

clip_image028

A GPS receiver calculates the distance to GPS satellites by timing a signal's journey from satellite to receiver.

A satellite begins transmitting a long, digital pattern called a pseudo-random code. The receiver begins running the same digital pattern at the same time as the satellite. When the satellite's signal reaches the receiver, its transmission of the pattern will lag a bit behind the receiver's playing of the pattern.

When you measure the distance to four located satellites, you can draw four spheres that all intersect at one point. Three spheres will intersect even if your numbers are way off, but four spheres will not intersect at one point if you've measured incorrectly. Since the receiver makes all its distance measurements using its own built-in clock, the distances will all be proportionally incorrect.

The receiver can easily calculate the necessary adjustment that will cause the four spheres to intersect at one point. Based on this, it resets its clock to be in sync with the satellite's atomic clock.

clip_image031
GPS Almanac

In order for the distance information to be of any use, the receiver also has to know where the satellites actually are. This isn't particularly difficult because the satellites travel in very high and predictable orbits. The GPS receiver simply stores an almanac that tells it where every satellite should be at any given time. Things like the pull of the moon and the sun do change the satellites' orbits very slightly, but the Department of Defense constantly monitors their exact positions and transmits any adjustments to all GPS receivers as part of the satellites' signals.

Differential GPS

clip_image034

A GPS receiver calculates its position on earth based on the information it receives from four located satellites. This method assumes the radio signals will make their way through the atmosphere at a consistent speed (the speed of light). However, the Earth's atmosphere slows the electromagnetic energy down, particularly as it goes through the ionosphere and troposphere. The delay varies depending on where you are on Earth, which means it's difficult to accurately factor this into the distance calculations. Problems can also occur when radio signals bounce off large objects, such as buildings, giving a receiver the impression that a satellite is farther away than it actually is.

On top of all that, satellites sometimes just send out bad almanac data, misreporting their own position.

Differential GPS (DGPS) helps correct these errors. The basic idea is to gauge GPS inaccuracy at a stationary receiver station with a known location. Since the DGPS hardware at the station already knows its own position, it can easily calculate its receiver's inaccuracy. Differential GPS is what we use when we post process static data. By using a receiver that is collecting static data at the same time as the receiver at the unknown position we can have post processing software, such as Topcon Tools, process the data and correct the unknown position.

clip_image037

Differential GPS involves the cooperation of at least two receivers. One receiver must be stationary and ideally with a known coordinate. The other receiver will be “roving” and occupying the unknown stations. The stationary receiver will be used to correct the roving receiver to the known reference system or control network.

GPS receivers use timing signals from the GPS satellites to calculate a position. Timing signals will have error or delay due to atmospheric conditions, multi-path, or other obstacles that the signals will have to travel through.

Without corrections the receivers will only be able to calculate an “autonomous position”.

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Types of Post Processed GPS Surveys

Post Processed Surveys

GPS surveys fall into two main types, post processed and real-time. With post proceed surveys the only thing that is actually done in the field is data collection. The GPS receivers are left to collect data for different lengths of time, depending on the requirements of the project. Once the data is collected it is taken back to the office and is uploaded in to a computer. The computer then makes all of the necessary calculations, allowing the information to be used.

There are three types of post processed surveys, static, fast static/rapid static, and kinematic. In static surveys one receiver is set up as a base or reference point. Another receiver, called a rover, is set up on another point to be surveyed. The receivers are left on the first set of points for a period of time ranging for 30 minutes up to several hours. After the data has been collected at the first set of points, the rover is then moved to the next point, and the process is repeated until all of the points to be surveyed have been occupied.

A fast static/rapid static survey also requires a receiver to be set up as a reference point, but generally use multiple rovers. The rovers are set up on the points to be surveyed and left to collect data. The rovers are left for upwards of 20 minutes, but generally not as long as with static surveys. The rovers are then moved to another set of points. In rapid static surveys, the points are occupied a number of different times, but in different configurations, which allows for a number of different base lines to be established. Rapid static works best with shorter base lines.clip_image043

Post-processed kinematic (PPK) survey methods provide the surveyor with a technique for high production measurements and can be used in areas with minimal obstructions of the satellites. PPK uses significantly reduced observation times (i.e. 0.5 to 3 minutes, usually 10-30 seconds per point) compared to static or fast static/rapid static observations.

This method requires a least squares adjustment or other multiple baseline statistical analysis capable of producing a weighted mean average of the observations.