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P O S I T I O N I N G S Y S T E M S
Field Toolsfor ArcPadVersion 10
Reference Manual
Part Number 7010-0824
Rev E
Copyright Topcon Positioning Systems, Inc.
February, 2011
All contents in this manual are copyrighted by Topcon. All rights reserved.
The information contained herein may not be used, accessed, copied, stored,displayed, sold, modified, published, or distributed, or otherwise reproduced
without express written consent from Topcon.
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ECO#4071
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TOC
i
Table of ContentsField Tools for ArcPad: Whats New ................... v
Preface .................................................................. viiTerms and Conditions ...................................................... vii
Manual Conventions ........................................................ x
Chapter 1
Introduction .......................................................... 1-1Field Data Collection Overview ...................................... 1-2
GPS Overview ........................................................... 1-2
Calculating Positions .......................................... 1-3
GPS Positioning .................................................. 1-4Conclusion .......................................................... 1-5
DGPS Overview ........................................................ 1-5
RTK Service ....................................................... 1-6
Coastal Navigation Beacons DGPS Service ....... 1-6
OmniSTAR DGPS Service ................................. 1-7
WAAS/EGNOS DGPS Service .......................... 1-7
Field Tools and GIS Systems .......................................... 1-8
System Requirements ...................................................... 1-9ActiveSync ....................................................................... 1-9
Pre-Installation Instructions for Field Tools for ArcPad . 1-9
Installing ArcPad ....................................................... 1-10
Installing Field Tools ....................................................... 1-12
Uninstalling Field Tools .................................................. 1-16
Starting Field Tools ......................................................... 1-16
Chapter 2
Field Tools for ArcPad Getting Started Guide ... 2-1Pre-Survey Configurations .............................................. 2-1
Setting ArcPad Options ................................................... 2-2
Applying Survey Configurations .............................. 2-5
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Table of Contents
Field Tools for ArcPad Reference Manualii
Selecting a Configuration .................................... 2-6
Creating a Configuration ..................................... 2-6
Setting up Hardware .................................................. 2-17
Set up the Base for PP DGPS or RT DGPS ........ 2-17Set up a Rover System for GIS Mapping ............ 2-20
Raw Data Logging PP DGPS Corrections .............. 2-21
Receiving OmniSTAR Corrections ........................... 2-22
Receiving Beacon Corrections .................................. 2-23
Chapter 3
Field Tools for ArcPad Software Reference ...... 3-1Security ............................................................................. 3-1
ArcPad Main Screen ......................................................... 3-2
Main Toolbar ............................................................. 3-2
Browse Toolbar ......................................................... 3-2
Draw/Edit Toolbar ..................................................... 3-3
Topcon Toolbar for Field Tools ................................ 3-3
Topcon Toolbar (Field Tools) ................................... 3-5
GPS Configurations and Options ..................................... 3-6GPS Preferences for Field Tools ............................... 3-6
GPS ..................................................................... 3-7
Capture ................................................................ 3-7
Quality ................................................................. 3-8
GPS Height .......................................................... 3-8
Datum .................................................................. 3-8
Alerts ................................................................... 3-8
Location ............................................................... 3-8
Other ArcPad Options ................................................ 3-9
Surv Config ................................................................ 3-11
Configurations ..................................................... 3-11
Config: Survey .................................................... 3-12
Config: Base Receiver ......................................... 3-14
Enabling a PP Survey for the Base ..................... 3-15
Config: Base Radio (For RT DGPS) ................... 3-16Config: SBAS (For RT-DGPS) ........................... 3-17
Config: Base Modem .......................................... 3-19
Config: BR1 Receiver Info ................................. 3-32
RTK Settings ............................................................. 3-37
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Whats New
v
Field Tools for ArcPad:Whats New
This following list briefly describes new features and functions for
Field Tools for ArcPad 10.0.
ArcPad Version 8.0 and Version 10.0 support
Display of SBAS satellites
AXF file support
Geoid support
Barcode scanning capability on the GRS-1
Geotagging updated to include graphical representation of
azimuth
Support for Variable RTK
The following devices are no longer supported in Field Tools:
GMS-2 / GMS-2 Pro FC-200 / FC-2500
Other Windows CE devices
NOTICENOTICE
Although these devices were supported in previoussoftware releases, they are NO LONGER SUPPORTED inFIeld Tools for ArcPad, version 10.0.
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Terms and Conditions
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non-transferable license to use such Software under the terms stated
herein and in any case only with a single receiver or single computer.
You may not assign or transfer the Software or this license without
the express written consent of TPS. This license is effective untilterminated. You may terminate the license at any time by destroying
the Software and Manual. TPS may terminate the license if you fail to
comply with any of the Terms or Conditions. You agree to destroy the
Software and manual upon termination of your use of the receiver. All
ownership, copyright and other intellectual property rights in and to
the Software belong to TPS. If these license terms are not acceptable,
return any unused software and manual.CONFIDENTIALITY This Manual, its contents and the Software
(collectively, the Confidential Information) are the confidential and
proprietary information of TPS. You agree to treat TPS Confidential
Information with a degree of care no less stringent that the degree of
care you would use in safeguarding your own most valuable trade
secrets. Nothing in this paragraph shall restrict you from disclosing
Confidential Information to your employees as may be necessary orappropriate to operate or care for the receiver. Such employees must
also keep the Confidentiality Information confidential. In the event you
become legally compelled to disclose any of the Confidential
Information, you shall give TPS immediate notice so that it may seek a
protective order or other appropriate remedy.
WEBSITE; OTHER STATEMENTS No statement contained at the
TPS website (or any other website) or in any other advertisements or
TPS literature or made by an employee or independent contractor of
TPS modifies these Terms and Conditions (including the Software
license, warranty and limitation of liability).
SAFETY Improper use of the receiver can lead to injury to persons or
property and/or malfunction of the product. The receiver should only
be repaired by authorized TPS warranty service centers. Users should
review and heed the safety warnings in an Appendix.
MISCELLANEOUS The above Terms and Conditions may be
amended, modified, superseded, or canceled, at any time by TPS. The
above Terms and Conditions will be governed by, and construed in
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Preface
Field Tools for ArcPad Reference Manualx
accordance with, the laws of the State of California, without reference
to conflict of laws.
Manual Conventions
This manual uses the following conventions:
Example Description
File
Exit Click the Filemenu and click Exit.
Connection Indicates the name of a dialog box or screen.
Frequency Indicates a field on a dialog box or screen, or a tab
within a dialog box or screen.
Enter Tap, press, or click the button or key labeled Enter.
NOTE Further information to note about the configuration,maintenance, or setup of a system.
TIP
Supplementary information that can help you
configure, maintain, or set up a system.
NOTICE
Supplementary information that can have an affect
on system operation, system performance,
measurements, or personal safety.
CAUTION
Notification that an action has the potential to
adversely affect system operation, system
performance, data integrity, or personal health.
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Preface
Field Tools for ArcPad Reference Manual
Notes:
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Chapter 1
1-1
IntroductionField Tools, a field data collection software used on a hand-held
controller for GIS data collection, is an extension of ArcPad. Field
Tools for ArcPad is structured to provide the data collector with
capture and update functions for geographical data in a wide range of
GIS-related applications (Figure 1-1 on page 1-2).
Field Tools uses the ArcPad shell from Environmental Systems
Research Institute, Inc (ESRI) as the basis of features designed for
Topcon receivers and controllers. Field Tools includes features for
creating survey configurations, starting a Base Station, viewing
tracked satellites, and switching between Bluetooth devices.
TIP
Before continuing with the Field Tools for ArcPadmanual, see the ArcPad 8.0 or higher manual for
details on using ArcPad software (browse to the
Knowledge Base page of the ESRI support website:
http://support.esri.com/).
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Figure 1-1. Field Tools on GRS-1 Controller
Field Data Collection Overview
Field data collection with the right GPS receiver can provide you with
accurate and precise positioning, a requirement for any GIS project.
This section gives an overview of GPS and receiver functions to help
you understand and apply GPS principles, allowing you to get the
most out of your receiver.
GPS Overview
The Global Positioning System (GPS) is a satellite-based line-of-
sight radio navigation system run by the United States Department of
Defense (DoD). This system offers a global, all weather, 24-hour
positioning, velocity, and time service to any user equipped with a
GPS tracking receiver on or near the Earths surface. At any giventime, with a standard 15 angle, up to 10 or 12 GPS satellites are
visible from any point on earth. The Global Navigation Satellite
System (GLONASS) is run by the Russian Federation Ministry of
Defencea counterpart to GPS.
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Field Data Collection Overview
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For information on current GPS constellation status, visit the U.S.
Naval Observatory website (http://tycho.usno.navy.mil)/) or the U.S.
Coast Guard Navigation Center website (www.navcen.uscg.gov). For
information on the current GLONASS constellation, visit theGLONASS website (http://www.glonass-ianc.rsa.ru/pls/htmldb/
f?p=202:20:1801996139495777::NO).
Despite numerous technical differences in the implementation of
these systems, both GPS and GLONASS have three essential
components:
Space GPS and GLONASS satellites orbiting approximately
12,000 nautical miles above Earth and are equipped with a clock
and a radio. These satellites broadcast digital information
(ephemerides, almanacs, time frequency corrections, etc.).
Control Ground stations located around the Earth that monitor
the satellites and upload data, including clock corrections and
new ephemerides (satellite positions as a function of time), to
ensure the satellites transmit data properly.
User The community and military that use GPS/GLONASS
receivers and the corresponding satellites to calculate positions.
Calculating Positions
Each GPS satellite continuously transmits signals on two carrier
frequencies known as L1 and L2 carriers. The L1 carrier is modulated
with a Coarse Acquisition Code (C/A code) and a Precise Code
(P code). The L2 carrier is modulated only with the P code. Also, a
navigation message is modulated and transmitted on both
frequencies.
Once the receiver locks on to a satellite, it starts recording
measurements and receiving the various digital information
(ephemeris, almanac, and so on) the satellites broadcast. To calculate
a position, receivers use the following formula:
Velocity x Time = Distance
Where Velocityis the speed at which radio waves travel (that is, the
speed of light) and Timeis the difference between the signal
transmission time and signal reception time.
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To calculate absolute 3D positions (latitude, longitude, altitude) the
receiver must lock onto at least four satellites. In a mixed GPS and
GLONASS scenario, receivers must lock onto at least five satellites to
obtain an absolute position.
To provide fault tolerance using only GPS or only GLONASS, the
receiver must lock onto a fifth satellite. Six satellites will provide
fault tolerance in mixed scenarios. Usually, the number of GPS and
GLONASS satellites in view does not exceed twenty (20).
Once hooked onto a satellite, the receiver collects ephemerides and
almanacs, saving this information to its NVRAM (Non-Volatile
RAM).
GPS and GLONASS satellites broadcast ephemeris data
cyclically, within a period of 30 seconds.
GPS satellites broadcast almanac data cyclically with a period of
12.5 minutes; GLONASS satellites broadcast almanac data
cyclically within a period of 2.5 minutes.
GPS Positioning
Achieving quality position results requires the following elements:
Accuracy The accuracy of a position depends upon the number,
signal integrity, and placement (also known as a Dilution of
Precision, or DOP) of satellites.
Differential GPS (DGPS) strongly mitigates atmospheric and
orbital errors, and counteracts anti-spoofing signals the USDepartment of Defense transmits with GPS signals.
The more satellites in view, the stronger the signal, the lower
the DOP number, providing more accurate positioning.
Availability The availability of satellites affects the calculation
of valid positions. The more visible satellites available, the more
valid and accurate the position. Natural and man-made objects
can block, interrupt, and weaken signals, lowering the number ofavailable satellites.
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Integrity Fault tolerance allows a position to have greater
integrity, increasing accuracy. Several factors combine to provide
fault tolerance, including:
Receiver Autonomous Integrity Monitoring (RAIM) detects
faulty GPS and GLONASS satellites and removes them from
the position calculation.
Wide Area Augmentation System (WAAS) creates and
transmits DGPS correction messages.
Five or more visible satellites for only GPS or only
GLONASS; six or more satellites for mixed scenarios.
Current ephemerides and almanacs.
Several algorithms to detect and correct faulty information.
Conclusion
This overview simply outlines the basics of GPS and GLONASS
positioning. A number of differential positioning implementations
exist, including post-processing surveying, real-time kinematic
(RTK) surveying, maritime radio beacons, geostationary satellites
(such as OmniSTAR service), and the wide area augmentation system
(WAAS/EGNOS) service.
DGPS Overview
DGPS, or Differential GPS, typically uses the measurements from
two or more remote receivers to calculate difference (corrections)between measurements, thus providing more accurate position
solutions.
With DPGS, one receiver is placed at a known, survey location and is
referred to as the reference receiver or base station. Another receiver
is placed at an unknown, location and is referred to as the remote
receiver or rover. The reference station collects the range
measurements from each GPS satellite in view and forms thedifferences (corrections) between the calculated distance to the
satellites and the measured pseudo-ranges to the satellites.
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These corrections are then built up to the industry standard (RTCM or
various proprietary standards) established for transmitting differential
corrections and broadcast to the remote receiver(s) using a data
communication link. The remote receiver applies the transmittedDGPS corrections to its range measurements of the same satellite.
Using this technique, the spatially correlated errorssuch as satellite
orbital errors, ionospheric errors, and tropospheric errorscan be
significantly reduced, thus improving the position solution accuracy
of the GPS. The maritime radio beacons system is one example of this
approach to connection GPS solutions.
Another DGPS approach employs the geostationary satellites for the
distribution of the corrections. One of the most widely used
applications is the OmniSTAR Worldwide DGPS positioning service.
RTK Service
The real-time kinematic (RTK) method is the most precise method of
real-time surveying. RTK requires at least two receivers collecting
navigation data and communication data link between the receivers.One of the receivers is usually at a known location (Base) and the
other is at an unknown location (Rover). The Base receiver collects
carrier phase measurements, generates RTK corrections, and sends
this data to the Rover receiver. The Rover processes this transmitted
data with its own carrier phase observations to compute its relative
position with high accuracy, achieving an RTK accuracy of up to 1 cm
horizontal and 1.5 cm vertical.
Coastal Navigation Beacons DGPS Service
The maritime radio beacons system improve the accuracy of maritime
navigation around harbors and critical waterways. These signals also
cover some inland areas in proximity to the radio beacon station.
In the United States, the coastal navigation beacons are managed by
the United States Coast Guard and provide differential correctionservice in coastal areas and in much of the interior of the United
States.
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addition, the geostationary satellites can be used for positioning as
ordinary GSP satellites, improving system availability.
WAAS provides accuracy performance of 0.60.7 meters horizontaland 0.91.0 meters vertical throughout the majority of the continental
U.S. and large parts of Canada and Alaska. For more information on
WAAS, visit the FAA website (http://gps.faa.gov/).
The European Geostationary Navigation Overlay System (EGNOS) is
a similar satellite system under development at the European Space
Agency (ESA), the European Eurocontrol (EC), and the European
Organization for the Safety of Air Navigation. For more information
on EGNOS, visit the ESA website (http://www.esa.int/esaNA/
egnos.html).
Field Tools and GIS Systems
Field Tools can be used with a number of data collectors, such as
various hand-held, high accuracy receiver systems from Topcon
(Figure 1-2). In these systems, Field Tools provides the mapping and
management tools required for advanced GIS mapping.
When installed on the GRS-1, Field Tools provides advanced
functionality in a single hand-held unit for mapping and surveying.
Figure 1-2. GRS-1 with Integrated Receiver, Antenna, and Cont rol ler
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ArcPad fonts. New ArcPad fonts are automatically installed with
ArcPad on the PC, Windows Mobile, and Topcon Mobile devices.
For the latest information on ArcPad, visit www.ersi.com/arcpad.
Installing ArcPad
When theAdd/Remove Programsscreen displays (Figure 1-3) forinstalling ArcPad, tap No to the question on theInstalling
Applicationsscreen. TheSelect Destination Mediapop-up screen
displays (Figure 1-4 on page 1-11).
Figure 1-3. ArcPad Default Screen
On the Select Destination Mediapop-up screen, select Flash Diskor
other data storage cards on the device, then tap OK (Figure 1-4 on
page 1-11).
NOTE
A File in Use error message will appear if youchoose not to remove the ArcPad font from your
mobile device when installing ArcPad.
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7. Click Retryto retry detecting the device information.
The device should be connected before clicking Retry.
8. Click Cancelto close the InstallShield Wizard.Field Tools for ArcPad will not install on the computer or
controller if you click Cancel.
Figure 1-9. Unable to Connect to Cont rol ler Warning Message
9. Click Installto begin (Figure 1-10) Field Tools installation.
Figure 1-10. Begin Installation
During the setup configuration process, installation files are
copied to the appropriate directories in your computer for the
installer to copy. The Setup Status screen displays
(Figure 1-11 on page 1-15).
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Installing Field Tools
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Figure 1-11. Copy Installation Files
Once finished, the location of the ArcPad Installation on the
controller is detected and the Copying files to Controller
screen displays (Figure 1-12).
Figure 1-12. Install Field Tools for ArcPad into Default Directory
10. On the Copying files to Controllerscreen (Figure 1-13), the
installer copies all necessary files to the device.
Figure 1-13. Install All Necessary Files to the Device
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Starting Field Tools
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When you receive the security ID, enter it into the appropriate field
on the Securityscreen and tap OK(Figure 1-15).
Figure 1-15. Enter Securi ty ID to Run Field Tools for ArcPad
NOTICE
Please make sure ArcPad runs once and is
registered before installing Field Tools.
ArcPads registration number is provided by ESRI
(Figure 1-15).
TIP
Set the scripting language in ArcPad Advanced
Settings to JSCRIPT before installing Field
Tools. Failure to do so will result in many unwanted
error messages.
ArcPad
Registration Screen
Field Tools Security Screen
Topcon
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Chapter 2
2-1
Field Tools for ArcPadGetting Started Guide
Field Tools for ArcPad combines the power of ESRI ArcPad field
software with a special user interface and hardware supportspecifically designed for Topcon GIS Mapping systems. The
following sections provide basic setup and operating procedures for
typical mapping projects using Field Tools for ArcPad.
Pre-Survey Configurations
Before beginning GIS data collection, review setup procedures andensure the following steps have been completed.
Protocol, GPS, and Capture options selected. See Setting
ArcPad Options on page 2-2.
A survey configuration selected or created. See Selecting a
Configuration on page 2-6and Creating a Configuration on
page 2-6for details.
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Setting ArcPad Options
ArcPad options allows you to select various settings that are required
to connect to Topcon receivers and to select those settings that are
suitable for GIS data collection.
1. On the Main Menu, tap GPS Position WindowGPS
Preferences(Figure 2-1).
Figure 2-1. Open GPS Preferences
2. Tap the GPStab (Figure 2-2 on page 2-3) to set Topcon protocol
parameters and enable Show GPS Activity... as desired.
Protocol select the Topcon protocol.
Port and Baud when Field Tools for ArcPad connects to the
receiver, it searches the ports and automatically sets the
communication parameters.
Enable other options as preferred.
TIP
Refer to the ArcPad manual for details on setting
other options through GPS preferences.
GPS Position Window
GPSPreferences
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Figure 2-2. Set Topcon Protocol Parameters
3. Tap the Capturetab (Figure 2-3 on page 2-4) to set the number of
continuous GPS measurements to average. Enter the following
parameters:
Enable Averaging always enable when working with Field
Tools for ArcPad to ensure proper data processing. If
disabled, the Number of positions to average field is set to
one (1).
Number of positions to average automatically determined,
based on the settings for survey configuration parameters. To
avoid overwriting this information, do not change these
numbers.
Streaming:
Position Interval: enter the number of positions preferredbetween locations when logging streaming vertices
Distance Interval: enter the capture distance interval
preferred between locations when logging continuous
vertices
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Setting ArcPad Options
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Figure 2-4. Specify Height and Height Units for Z Coordinate Values
5. Tap theDatumtab to set the datum for the incoming GPS position
(Figure 2-5).
GPS Datum selectD_WGS_1984 for the GPS Datum.
GPS Initialization String leave blank.
6. Press okto save the settings and return to the main screen.
Figure 2-5. Set GPS Height and Datum Parameters
Applying Survey Configurations
Survey configurations define instrument settings and can be
independent of the maps (one configuration can be used on several
maps). The settings describe receiver functions, work conditions, and
data logging parameters.
Field Tools for ArcPad contains five default configurations for real
time surveys, post processing surveys, and network DGPS and
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Kinematic surveys. These configurations contain the most common
settings used at map sites; however, certain parameters may need to
be edited for different jobs or hardware configurations. Use the
default configurationbut change the nameas the basis forcreating a survey configuration specific to the map/hardware.
Selecting a Configuration
Once a survey configuration is created and saved, it can be selected
for future use (Figure 2-6).
1. On the Field Tools for ArcPad toolbar, press the Configbutton to
display the Surv Configscreen.
2. Select a configuration from the drop-down box.
3. Press OKto set the selected configuration for mapping and return
to the main screen.
Figure 2-6. Select Survey Configuration
Creating a Configuration
When creating a GPS+ configuration, select a pre-defined
configuration to edit or to create a new one.
1. On the Field Tools for ArcPad toolbar, press the Configbutton to
display the Surv Configscreen (Figure 2-6 on page 2-6).2. Tap the Browse(...) button on the Surv Configscreen. The
Configurationsscreen displays (Figure 2-7).
3. Select a current configuration and press Editor press Addto
create a new configuration (Figure 2-7).
Config Button
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Figure 2-7. Select a Configuration
4. On the Config:Surveyscreen, enter a name for the configuration
on the pop-up keyboard and select the type for a new
configuration. For RT DGPS, Network DGPS and Network RTK
surveys, select the corrections type. To enable PP Survey, check
theEnable PP Survey box.
5. Press Next(Figure 2-8 on page 2-7). Based on the parametersselected, only those configurations requiring a user set base will
display theBase Recvr screen. For all others, only Rover screens
will display.
Figure 2-8. Select Survey Configuration Type
6. On theBase Recvrscreen, select and enter the following
parameters for the type of survey (Figure 2-9 on page 2-8).
Press Next.
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Select either a GRS-1 Internal receiver or an External receiver,
and the connection method (Cable, Internal Bluetooth or External
Bluetooth) to the external receiver.
Set Receiver Model, Elevation mask, and antenna parameters.
For RT DGPS user-base configurations, select the DGPS format.
Figure 2-9. Conf igure the Base Receiver
Next If a PP DGPS configuration or ifEnable PP Surveyis
selected on the Config:Surveyscreen (see Enabling a PP
Survey for the Base on page 3-15), the Base PP Setupscreen
displays (Figure 3-17 on page 3-14), where you can enter theRaw
Data Loggingparameters for the Base.
Press Peripheralsto enable theMultiple Portsoption if needed to
transmit data from different ports of the base receiver to use forperipherals (Figure 2-10 on page 2-9).
RT DGPS Al l Other Conf igurations
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Figure 2-14. Select Modem Connection
11. Select the modem connection parameters for the correct
connection type as described in Table 2-1.
Table 2-1. Modem Connection Parameters
If connecting to the modem via a
receiver, select the modem type, port,
parity, data, baud rate, and stop. To returnto the default settings, press Defaults.
Press Next.
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For RT DGPS configurations, enter theBeacon, SBAS, CDPG,
or OmniSTARSurveyparameters depending on the selected
correction type (Table 2-2). Press Next.
If connecting to the modem via a
controller, navigate through the screens
to enter Internet, NTRIP Server, andReceiver information. Press Next.
Select or enter an IP address through
which to connect.
Enter a user ID and password for the
NTRIP server.
Select the virtual radio port of the
receiver, usually C.
Table 2-2. DIfferential Correction Parameters
For Beacon configurations:
Select the Country in which the Beacon
station resides and the Station closest toyour position.
If selecting the Beacon corrections from
BR1, check mark the Automatic Scan
Mode box to automatically scan for the
Station and the Country, instead of
selecting manually. BR1 configuration
parameters must be supplied in the next
screen. See Config: BR1 on page 3-
31for more details.
Table 2-1. Modem Connection Parameters (Continued)
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12. The SurveyParmsscreen displays. For RTK configurations, thebitmap menu in the upper-left corner of theAdvancedscreen
brings up theRTK Settingsscreen, whereAmbiguity Resolution
parameters can be entered.
13. On the Survey Parmsscreen, enter the following data collection
parameters for the survey (Figure 2-16 on page 2-18). Press Next.
TheAdvancedscreen displays.
Enable or disable point averaging.
Select the number of epochs used for averaging points and/or
vertices.
For SBAS configurations:
Select theBest Available option to
allow the GR-3 and other new
receivers to support automatic
tracking and use of other SBAS
satellites.
Select the GPS PRN name from the
list of all possible SBAS satellite
names.
Select the type of corrections data
used.
Select the desired ionospheric
corrections (Iono Corr) used.
See Config: SBAS (For RT-DGPS) on
page 3-17for more details.
For OmniSTAR-VBS/OmniSTAR-
HP configurations:
Select the same satellite to which you
subscribe.The receiver will be ready to work
when it logs on to the correct satellite
signal and the subscription is validated.
Table 2-2. DIfferential Correction Parameters (Continued)
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Select the interval for streaming vertices.
14. On theAdvancedscreen, enableMultipath Reductionand Co-Op
Trackingto measure more accurate positions. Select the satellite
system and RTK position method used during the survey
(Figure 2-15).
Figure 2-15. Configure Data Collection Parameters and Set Advanced
Parameters for GPS+ Mode
15. Press Finishto save the configuration and return to the Survey
Config screen. If Network RTK/Network DGPS has been
selected, automatic connection to the NTRIP server is performed
for Internal CDMA and GPRS network connections.
See Auto Radio Connection on page 3-38for more
information.
NOTE
Note the following for entering averaging numbers:
In PP DGPS mode, the numbers entered is used
to compute averaging. In the corresponding
Optionsscreen, the numbers are not saved or
used.
In RT DTPS mode, the numbers entered are
used to compute averaging. In the corresponding
Optionsscreen, changing the numbers overrides
these settings, and vice versa.
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Setting ArcPad Options
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Components are configured for the job/survey. See Applying
Survey Configurations on page 2-5for details.
Setting up Hardware
GIS mapping projects can be performed with a variety of hardware.
The following steps present general setup information using Field
Tools for ArcPad. Refer to your systems documentation for specific
details.
Set up the Base for PP DGPS or RT DGPSStep 1: Set up the Base station (according to its documentation
(Figure 2-17 on page 2-19). Measure the height of the antenna (refer
to the antennas documentation for details).
Step 2: Start the Base (Figure 2-17 on page 2-19.
1. Press the Start Base button. Enter or select the following point
parameters for the Base Station (Table 2-3 on page 2-19): Enter the Point name over which the Base station is installed.
If the Base is set up over an existing point and you want to
send the attributes for the known point (or in the case of
attributes and coordinate of the point for User Base surveys),
to the receiver, do the following:
Select the name of the layer in which the point exists
Tap the Findbutton to search for the known point
For User Base screens, the coordinates of the known
point display on the screen.
If the base point is not stored in any layers, do the following:
Select the name of the layer to which the point should be
stored (if preferred).
Tap the Feature Attributes button to fill the attributesvalues for that point.
2. Enter the antenna height and select the type of measurement.
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Figure 2-16. Set up the Base Station (PG-A1 w/UHF Radio Base Station Example)
If setting up a User Base, you can also enter known coordinates forthe Base or press the AutoPosbutton to record the current position
(auto positioning). Once auto positioning has started, the Auto Pos
button toggles to Stop. Press Stopto end auto positioning.
Set up Baseand measure
antenna height
Enter Base
Parameters
Toggles to
AutoPos
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Table 2-3. Assigning/Finding Attributes
Method 1 Method 2
If the feature attribute is unknown, tap
the Feature Attributes button to create
a new set of attribute values.
The left column lists all attribute
fields for the selected layer.
Tap a corresponding field in the right
column to enter an attribute value for
the feature using the pop-up keyboard.When done, press OKto save the values.
Figure 2-17. Assign Feature Attributes
If the base point is known (exists in a
layer), tap the Findbutton.
By default all the fields in the file are
searched to find the entered search
criteria. To narrow the search down to
a single field for all features (for
example, only by name or address
fields), tap the Field Browserbutton.
Select the field and tap OK.
Enter the attribute field type specific
criteria in the available search boxes,
then press the Findbutton.
Attributes values for the features
satisfying the search criteria are
displayed at the bottom of the screen.
Select the preferred attribute set (and
thus the point you want) and tap OK.
Figure 2-18. Find Feature Attribute(s)
Find
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3. Tap Start Base(Figure 2-19) to set the receiver as a Base
transmitting data. The selected base name and attributes are sent
to the receiver.
If attributes were assigned (rather than searched for), a new
point is created and saved to the selected layer.
If the configuration requires a user-defined file name, the
Raw Data Loggingscreen displays. Browse for a location
and enter a name for the data file.
4. Press OKand wait until the main screen displays.
Set up a Rover System for GIS Mapping
1. Set up the Rover system according to its documentation.
2. Connect the receiver to the hand-held controller with the serial
cable or using Bluetooth, and turn on the controller (Figure 2-19).
Figure 2-19. Get Ready to Survey (Example using Serial Cable)
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See GPS Preferences for Field Tools on page 3-6for more details
on the information and settings available on this screen.
3. Tap Browseto navigate to the file and directory in which to save
data. Press OKto save the filename and the path and to begin raw
data logging to this file.
Figure 2-21. Log Raw Data to the Rover
4. To stop raw data logging, press the Raw Data Loggingbuttonagain.
Receiving OmniSTAR Corrections
When an OmniSTAR survey type configuration is selected, real time
corrections are sent to the receiver from one of the OmniStar
satellites.
1. Tap SurveyStatus.
2. Tap the drop-down menu in the upper left corner, then tap Config
OmniSTAR.
3. Select the satellite that the receiver is subscribed to and tap
Status.
4. Check the OmniSTAR link and subscription.
5. Tap Set Satelliteto connect to the selected satellite and to beginreceiving corrections from this satellite (Figure 2-22on
page 2-23).
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Setting ArcPad Options
P/N 7010-0824 2-23
Figure 2-22. Set OmniSTAR Receiver to Start Receiving Corrections
Receiving Beacon Corrections
When a Beacon survey type configuration is selected, real time
corrections are sent to the receiver from the selected radio beacon
station (Figure 2-23 on page 2-24).
1. Tap SurveyStatus.
2. Tap the drop-down menu in the upper left corner, then tap Config
Beacon.
3. Select the country where the radio-beacon differential service is
located.
4. Select the station that provides broadcasting differential
corrections for the Rover.5. Tap OKto start receiving corrections.
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Figure 2-23. Select Beacon Settings
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ArcPad Main Screen
P/N 7010-0824 3-5
Topcon Toolbar (Field Tools)
The Topcon toolbar for Field Tools has five items for configuring
Topcon receivers, supporting Network DGPS, Post Process DGPSReal Time DGPS, and Network RTK modes, and for supporting the
internal GRS-1 compass (Figure 3-8). If the controller has Bluetooth
wireless technology capabilities, two more buttons provide Bluetooth
connections with Bluetooth enabled receivers.
Figure 3-8. Topcon Toolbar for Field Tools (with Bluetooth Icon)
Table 3-1describes the Topcon toolbar buttons for Field Tools
(version 8.0/10.0).
Table 3-1. Field Tools for ArcPad Toolbar Buttons
Icon Description
Topcon Logo Displays the Help, Security, and About menus
Help displays the Help menu files Security allows you to enter the security ID for Field
Tools if it was not entered at program startup. The Field
Tools toolbar and features are disabled until the security ID
is entered. This menu is enabled (active) if the security ID
is not entered.
About displays version number and date of build
Configuration
Survey
Selects and configures the GPS surveys and modems for
Topcon receivers. Menu options include:
Config Survey GPS survey configuration for Topcon
receivers
Config Modem radio modem configuration for receiving
and transmitting real time corrections
Add Geoid add a geoid to obtain elevation instead of
ellipsoidal height
Start Base Sets up the Base receiver and starts logging raw data for post
processing. Menu options include: Start Base starts the Base Station
Raw data logging logs raw data (available for PP DGPS
configuration/surveys and any configuration where Enable
PP Survey is selected)
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The ArcPad toolbar for Field Tools provide tools to manage the maps
and layers, to set options, to connect to GPS receivers and to observe
the status of data received, to modify the current display, to add, edit
and identify features, to move around the map, and to measure
distances on the map.
GPS Configurations and
Options
Pressing on the GPS Position Window drop-down menu or on the
Tools button sets configurations for a mapping project using
Topcon receivers. The essential fields for survey configuration with
Topcon receivers are detailed below.
GPS Preferences for Field Tools
Tap on the GPS Position Windowbutton drop-down menu, then
tap on theGPS Preferences menu, to display the GPS Preferences
screen (Figure 3-9). The essential fields for surveying Topcon
GPS Status Displays the GPS status. Menu options include:
GPS Status displays the GPS satellite status and receiver
positional information
OmniSTAR/Beacon Status displays and sets OmniSTAR
or Beacon service and satellite information
Bluetooth Connects the controller and receiver via Bluetooth, if the
controller uses Bluetooth wireless technology. Menu options
include:
Enable Bluetooth connects the controller and receiver via
Bluetooth
Switch Bluetooth switches the Bluetooth connection
from one receiver to another
Compass Rotates the map (Active for the GRS-1).
Enabling the Automatic Compass Rotation option allows
the map to be rotated based on the azimuth readings of the
controller from the GRS-1 internal compass. This allows
the map to be correctly aligned to the North at all times.
Table 3-1. Field Tools for ArcPad Toolbar But tons (Continued)
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GPS Configurations and Options
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receivers are detailed below. Descriptions on all the other options in
this screen are provided in the ArcPad manual.
GPS
Set the Topcon protocol and the WGS84 datum for Topcons receivers
(Figure 3-9). When connecting to Topcons receivers, Field Tools for
ArcPad searches all the ports at various baud rates and parities for
connectivity, and upon connection, sets the communication
parameters to default values.
Figure 3-9. Field Tools GPS Options Protocol
Capture
The Capturescreen is used to set the number of continuous GPS
measurements to average when surveying a Pointfeature and a Vertex
of a polyline or polygon feature (Figure 3-10 on page 3-8). These
values are the default values for new configurations. The Config:
Survey Parmsscreen can also be used to change these values.
Enable Averagingshould always be enabled (check marked) when
working with Field Tools for ArcPad to ensure proper data
processing. IfEnableAveragingis disabled, the program
automatically resets averaging to be enabled withNumber of
positions to averageset to one (1) for both Pointsand Vertices. Theprogram also automatically resets averaging values for PP DGPS
config, based on the rover raw data logging period, and averaging
values selected in the Config: Survey Parmsscreen.
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For streaming vertices, enter the distance and the number of positions
you want between locations when logging streaming vertices.
Figure 3-10. Field Tools Options Capture
Quality
Specify quality thresholds in this page, as suggested in the ArcPad
manual.
GPS Height
Specify heights and height units for Field Tools for ArcPad to use
when calculating Z coordinate values. See Setting ArcPad
Options on page 2-2for more details on the GPS Heighttab.
Datum
Sets the datum for the incoming GPS position. See Setting ArcPad
Options on page 2-2for more details on datum settings.
Alerts
Specify alerts in this page, as suggested in the ArcPad manual.
Location
Specify starting location for GPS position in this page, as suggested
in the ArcPad manual.
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Other ArcPad Options
Tap on the Tools button or tap on the drop-down arrow next to the
Toolsbutton and select Optionsto display theArcpad Optionsscreenfor Field Tools (Figure 3-11). A general description of ArcPad
options is discussed below.
Display Unitsunder theDisplayscreen are applicable only to the
scale bar, the Geography page of theFeature Propertiesdialog
box (only for length of polylines and area/perimeter of polygons;
not for point or vertex coordinates) and the measure, freehand
measure, and radial measure results displayed on the status barand on theMeasurementinformationdialog box (Figure 3-11).
Figure 3-11. Options for Field Tools
NOTICE System Files Pathand Other Additional Paths (forApplets)under the Paths screen should not be
modified unless the directory structure has been
changed since installation (Figure 3-12 on page 3-
10). These strings should always point to the correct
System and Applets directory else the program will
not perform as intended.
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Figure 3-12. ArcPad Options Path
Figure 3-13. Set Scrip ting Option Before Installation of Field Tools
NOTE
A bug in ArcPad 8 SP1 causes a crash when you
press the Add Layerbutton. ArcPad 8.0, however,
does not have this problem.
NOTICE
Under Advanced Settings, select Jscriptas thedefault from theDefault Languagedrop-down box.
This scripting option should be set BEFORE Field
Tools is installed to avoid scripting errors
(Figure 3-13).
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Figure 3-15. Configurations Screen
Config: Survey
The Config: Surveyscreen contains general settings for the
configuration (Figure 3-16 on page 3-13). They are:
Name the name of the configuration that displays on the
Configurationsscreen.
Type configuration type; select either Network RTK, Real Time
DGPS, PP DGPS or Network DGPS.
Network RTK (Real Time Kinematic) implies the usage of
correction data from operating reference station networks.
VRS (Virtual Reference Station) FKP parameters (network
area corrections), single base and external config are
supported to receive the correction data.Varying levels of
accuracy can be achieved by obtaining different receiver
option files. When such options are loaded, solution types
display as Variable Fixed or Variable Float, instead of Fixed
or Float on the Field Tools Status screen. Contact your local
Topcon GIS dealer for more information on this option.
Real Time DGPS (Real Time Differential GPS) implies the
rover receiver uses differential correction data transmittedfrom DGPS services such as OmniSTAR and Beacon.
PP DGPS (Post Processing Differential GPS) implies that the
raw observations made by the Rover has to be written to raw
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Config: Base Receiver
TheConfig:Base Recvrscreen for PP DGPS, andRT DGPS(User
Base) configurations sets the following parameters for the basereceiver (Figure 3-17):
External Receiver enables to select an external receiver for the
GRS-1; either Cable,External Bluetooth, orInternalBluetooth.
Receiver Model select either GR-3, GMS X,HiPer II,Net G3, or
Topcon GenericTopcon receiver from the drop-down list for the
survey.
Elevation Mask data from satellites below this elevation is notused.
DGPS Format select a format of the Base receiver corrections
transmitted to the Rover; either Full(RTCM 1,31,3 or Partial
(RTCM 9,34,3).
NOTE:For RT DGPS only.
Antenna select the type of antenna being used from the drop-down list.
Ant Ht enter the antenna height, then select antenna type from
the drop-down list; either Vertical(measured to the antenna
reference point) or Slant(measured to the antenna edge).
Figure 3-17. Config: Base PP Setup
PP DGPSRT DGPS
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Cancel cancels changes and returns to the previous screen.
Figure 3-19. Post Processing for Non-PP DGPS Configurations
Config: Base Radio (For RT DGPS)
The Config: Base Radioscreen contains the settings for configuring a
radio modem connected to the Base receiver (Figure 3-20on
page 3-17):
Radio Modem the type of modem. The list of pre-defined
modem types changes its contents, depending upon the job
configuration chosen.
Receiver Port Connected to Radio contains parameters for the
connection port: port, parity, number of data bits, baud rate, and
the number of stop bits. Defaults returns all the values in theReceiver Port Connected
to Radiofields to defaults.
Back returns to the previous screen.
Next opens different configuration screens based on the modem
selected.
Finish saves the changes and returns to the Surv Configscreen.All settings are transmitted only when using the configuration.
RT DGPS/Network DGPS
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GPS Configurations and Options
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Config: Base Modem
Depending on the radio modem selected, one of the following screens
displays after pressing Nexton theConfig:Base Radioscreen: For Internal HiPerXT (GSM), Internal GR-3 (GSM) Motorola
V60 Cell Phone, Motorola V710 Cell Phone, Siemens TC35
Modem, Siemens M20 Modem, Nextel i58sr Cell Phone,
Wavecom Fastrack GSM, the Nextbutton on theConfig: Base
Radioscreen opens thebase cellscreen. See Config: Base Cell
on page 3-19.
For InternalHiPer Lite modems,pressthe Nextbutton on theConfig: Base Radioscreen to display theInternal HiPer Lite
screen. See Config: Digital UHF Modem on page 3-21.
For External Digital UHF, Internal HiPerLite, and Internal GR-3
Digital UHF, the Nextbutton on the Config: Base Radioscreen
opens theDigitalUHFscreen. See Config: Digital UHF
Modem on page 3-21.
For Pacific Crest, the Nextbutton on the Config: Base Radioscreen opens thePacific Crestscreen. See Config: Pacific Crest
Radio on page 3-22.
For Satel modems, the Nextbutton on the Config: Base Radio
screen opens the Satel Radio Parmsscreen. See Config: Satel
Radio on page 3-23.
For Multicast UDP, the Nextbutton on theConfig: Base Radio
screen opens theBase Multicast screen. See Config: AirlinkCDMA MUDP on page 3-23.
Config: Base Cell Thebase cell screen (Figure 3-22 on page 3-20)
contains the following parameters for a cell phone:
Base PIN a PIN number for a cell phone.
Back returns to the previous screen.
Next opens theRover Receiverscreen.
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Figure 3-24. Digital UHF Modem
Config: Pacific Crest Radio ThePacific Crest radio screen contains
the following parameters (Figure 3-25):
Channel the operating channel for the radio modem.
Sensitivity the sensitivity level for the radio modem.
Back returns to the previous screen.
Next opens theRover Receiverscreen.
Finish saves changes and returns to the Select Survey Config
screen. All the settings are transmitted only when the
configuration is used.
Figure 3-25. Pacific Crest Radio Parameters
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Finish saves changes and returns to the Select Survey Config
screen. All the settings are transmitted only when the
configuration is used.
Figure 3-27. Base Multicast Parameters
Config: Rover Receiver The Config:Rover Receiver screen sets the
following parameters for the rover receiver (Figure 3-28on
page 3-25). Ext. Receiver check mark this box to select an external receiver
for the GRS-1; either Cable,ExternalBluetooth, orInternal
Bluetooth.
Receiver Model select either GR-3, GMS X, HiPer II, NET G3,
orTopcon Generic receiverfor use in the survey.
Elevation Mask data from satellites below the elevation shown
is not used.
DGPS Format select a format from the drop-down list for Base
receiver corrections transmitted to the Rover for RT DGPS; either
CMR, CMR+, RTCM 2.1, RTCM 2.2, RTCM 2.3, or RTCM 3.x.
Protocol For Network RTK and Network DGPS configurations,
select the protocol; either TCP/IP, NTRIP, or CSD Data. When
NTRIP/CSD Data protocols are selected, you must also select theRTK format.
NOTE:It is recommended that you select RTCM 3.x format
the industry standard.
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Antenna select the type of antenna being used from the drop-
down list.
Ant Ht enter the antenna height, then select antenna type fromthe drop-down list; either Vertical(measured to the antenna
reference point) or Slant(measured to the antenna edge).
Figure 3-28. Rover Receiver Parameter Screens
The Conf ig: Rover PP Setup The Config:Rover Setupscreen
(displayed only whenEnable PP Surveyis selected), has the
following settings for post processing options (Figure 3-29onpage 3-26):
File Name select either Default or User Defined.
Log To select either Receiver or Controller.
Logging Rate enter a logging rate (in seconds).
Back returns to the previous screen.
Next opens the radio screen for RT DGPS+.
Finish saves the settings and returns to theSurv Configscreen.
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Figure 3-29. Config: Rover PP Setup Screen
Peripherals opens thePeripheralsscreen (Figure 3-30) to
enable/select multiple ports. Select or enable the following
parameters:
NMEA Ports: Check mark this box to output NMEA
messages, then select the number of ports for output.
NOTE:This option is not available for PP DGPSconfigurations.
Multiple Ports: Check mark this box to input data from
peripherals, then select the number of ports for input.
External Laser: Check mark this box to use a hand-held laser
measurement system, then select the device to which the laser
is connected to.
Figure 3-30. Rover Peripherals
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OK saves the changes and returns to theConfig:Rover
Receiver screen.
Cancel no changes are made; returns to previous screen.Config: Modem (Internet Info) The Config: Modemscreen contains
settings for Internet information for the selected modem
(Figure 3-31):
IP Address the IP Address to be added.
IP address list the list of all IP Addresses used.
Add adds the IP Address to the list Delete deletes the IP Address from the list.
Back returns to the previous screen.
Next opens the Config: NTRIP screen.
Finish saves changes and returns to the Configurationsscreen.
Figure 3-31. Config: Modem Internet Info
Config: NTRIP The Config: NTRIPscreen contains the following
information for the NTRIP server (Figure 3-32 on page 3-28):
User ID users ID for the server
Password users password to login to the server Back returns to the previous screen
Next opens the Config: Modem Receiver Info screen
Finish saves changes and returns to the Configurationsscreen.
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Figure 3-34. Config: Rover Radio
Config: Beacon The Config: Beaconscreen contains the following
settings for a radio-beacon source of differential GPS corrections
(Figure 3-35 on page 3-31):
Country the country where the radio-beacon differential service
is located.
Station the station that broadcasts differential corrections for
the Rover.
Beacon Corrections from BR1 check mark this box to enable
the BR-1 receiver as a source of differential corrections for the
Rover.
Automatic Scan Mode check mark this box to enable the BR1 to
automatically scan broadcasting frequencies to get the BeaconSignal and output RTCM corrections from the strongest signal.
Back returns to the previous screen.
Next opens the Config: BR1screen.
Finish saves changes and returns to the Configurationsscreen.
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Figure 3-35. Config: Beacon
Config: BR1 The Config: BR1 screen (Figure 3-36 on page 3-32)
contains the following settings that allows the user to configure the
BR-1:
Connected to selects the device to which the BR1 is connected:
eitherReceiveror Controller.
Port connected to BR1 sets the parameters of the connection
port:port, parity, number of data bits, baud rate, and the number
of stop bits.
Back returns to the previous screen.
Next opens the Config: BR1 Receiver Infoscreen (Figure 3-36
on page 3-32).
Finish saves the changes and returns to the Select SurveyConfigscreen. All settings are transmitted only when the
configuration is used.
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Figure 3-37. CDGPS Radio
Config: OmniSTAR The Config: OmniSTARscreen contains the
following settings for an OmniSTAR source of differential correction
data (Figure 3-38):
Satellite the satellite that delivers differential GPS corrections.
Back returns to the previous screen. Next opens the Config: Survey Parmsscreen.
Finish saves changes and returns to the Configurationsscreen.
Figure 3-38. Config: OmniSTAR
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Config:Output Select the NMEA message that corresponds to the
receiver port at the interval set in seconds (up to 0.1 sec).
The following messages are found on the Config:Outputscreen
(Figure 3-39 on page 3-35).
GSA: Outputs the operation mode of the GNS receiver, the
satellite used for positioning and DOP.
GLL: Outputs data on the current latitude/longitude and
positioning state.
VTG: Outputs the traveling direction and velocity.
GRS: Outputs the residual error of distance; used to supportRAIM.
ZDA: Outputs the UTC, day, month, year, and local time
zone.
GST: Outputs the statistics of position errors.
GNS: Outputs data on time, position, and positioning of
GPS+ GLONASS (GNSS).
GGA: Outputs data on time, position, and positioning.
GSV: Outputs the number of satellites, satellite number,
elevation angle, azimuthal angle, and SNR.
HDT: Outputs the direction (heading).
RMC: Outputs time, date, position, course, and speed data
provided by a GNSS navigation receiver.
Interval enter an interval in seconds. Back returns to the previous screen.
Next displays theParmsscreen.
Finish saves the changes and returns to the Configurations
screen.
Cancel quits and returns to the previous screen.
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Figure 3-41. Config: Advanced
RTK Settings
Tap the bitmap in the upper-left hand corner of the screen to display
theRTK Settingsscreen (Figure 3-42 on page 3-38). The RTK
Settings screen displays.
Ambiguity this three-state parameter is a simplified version of
a float ambiguity fix indicator the RTK engine uses when fixing
integer ambiguities.
Level:select eitherLow,Medium, orHigh(corresponds to the
indicators thresholds 95%, 99.5%, and99.9%),
respectively.
Resolution Period:enter the interval (in seconds) for Base/
Rover RTK resolution period.
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Figure 3-42. RTK Settings Screen
Auto Radio Connection
After completing the survey configuration, do the following:
Tap the Finishbutton.
TheNetwork Connectscreen appears (Figure 3-43onpage 3-39).
Querying Mount Points check mark this box to connect the
Radio port with the NTRIP server.
Connecting to NTRIP Server check mark this box to
automatically connect to the NTRIP server.
OK closes the screen (after connection/disconnection). Cancel aborts the automatic connection.
NOTE:You can still configure the modem from the Statusor
Config Modemscreens.
Close close without saving changes.
An automatic connection to the NTRIP server is performed for
Internal CDMA and GPRS network connections for Network RTK
and Network DGPS connections.
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Figure 3-43. Network Connection Screen
Add Geoid
1. Tap the Add Geoidbutton to display the Select geoidscreen
(Figure 3-44). Select the geoid (*.gff) file for the region and press
OK.
Geoidal elevation heights are then displayed and stored,
instead of ellipsoidal height.
Figure 3-44. Add Geoid
2. Tap the Add Geoidbutton again to remove the geoid.
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Figure 3-45shows the difference in height after the geoid has been
applied.
Figure 3-45. GPS Status WIthout and With Geoid Appl ication
NOTE
The geoid (*.gff) files used in Field Tools will need
to be created in Topcon Link for the correct region.See Creating Geoid (*.gff) Files on page 3-41for
more information.
GPS Status Without
Geoid Application
GPS Status With
Geoid Application
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Creating Geoid (*.gff) Files
To create a geoid file (*.gff), you must first obtain and load the
Topcon Link conversion utility (Figure 3-46):
1. Set web-browser URL to http://www.ngs.noaa.gov/GEOID/.
2. Follow the links provided to down load the applicable Geoid09/
03/99 .bin file.
3. Obtain and download the Topcon Tools conversion utility.
Figure 3-46. Topcon Link Conversion Utilit y
To convert the files to a gff format, do the following:
1. From the Filemenu in Topcon Link, click Convert Files
(Figure 3-47).
Figure 3-47. Convert Files to a gff Format
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2. On the Convert Filesdialog box (Figure 3-48), press the Add
files button.
Figure 3-48. Press Add Files to Convert Files
3. On the Openscreen, highlight the desired *.binfile
(Figure 3-49).
Figure 3-49. Open the Desired File
4. Press Open.
When the selected file is loaded, the File statuscolumn on the
Convert Filesdialog box will read: Geoid Format verified.
5. Press Convertto begin the conversion process (Figure 3-50 on
page 3-43).
Once the process is complete, the Topcon Link utility will
indicate that the conversion was successful.
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Figure 3-50. Begin Conversion Process
6. Copy the *.gff file to a location on the (GRS-1) controller device
using theMicrosoft Windows Activesyncutility.
Starting the Base
When a PP DGPS or User Base RT DGPS survey type configuration
is selected, set a receiver as a Base for transmitting data.
Start Base
Tap the Start Base button, available only for PP DGPS and User
Base RT DGPS survey types, to start the Base. The Start Basescreencontains fields for entering base settings, and information about the
base receiver, in case it has already been set (Figure 3-51on
page 3-45).
Base Name manually enter the name of the point of the Base
receiver location.
Point Shapefile the name of the layer in which this point exists
or should be stored. The field lists all the point layers in thecurrent map.
Feature Attrib for PP DGPS, this is a read-only box that lists the
attributes of the base point.
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Starting the Base
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Config Modem: opens the base radio (Figure 3-33on
page 3-29).
NOTE:Only available for User Base RT DGPS survey type.
Settings opens the Config: Base Receiverscreen
(Figure 3-51).
Figure 3-51. Start Base
Feature Attributes
TheFeature Attributesscreen allows the user to enter the values for
attributes of the selected base point layer (Figure 3-52 on page 3-46).
Attributes All of the attributes (ID, ANTENNA, DATE) of the
selected point layer are indicated in the left side column of the
list. Attribute values can be entered in the corresponding row on
the right side column. OK saves the attribute values and returns to the Start Base
screen.
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Figure 3-52. Feature At tributes
Find TheFindscreen allows the user to search for existing features in
a point layer using a search query (Figure 3-53 on page 3-47). The
attributes associated with the selected feature are then set for the base.
In a read-only field, which lists the name of the point shapefile
to be searched. Additional text specified within brackets indicates
a specific attribute to be searched in.
brings up theField Browser dialog, which allows the
user to select the point file and the attribute to be searched in.
The search criterion fields vary depending on the attribute type
selected from theField Browserscreen.
Find(text): If only a point file is selected, or if an attribute of
type Textis selected, a text entry field displays. The search
text can be entered in this field.
Min,Max: If the attribute type isNumeric,these fields are
made available to enter the range of acceptable search result
values for this field.
Start,End: If the attribute type isDate, then the StartandEnd
fields allow the entry of range of acceptable dates for this
attribute.
Find(Boolean): If the attribute type isBoolean, this field can
be checked to display only results of either True or False
(depending on the selection).
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GPS Status
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Figure 3-57. GPS Status Posi tion
The Sys (System)tab displays information about the current state of
RTK measurements (Figure 3-58 on page 3-52).
Position Type the type of the position calculation method:
Autonomous, Fixed, Float, Variable Fixed, Variable Float, and
Code Differential.
Common Sats the number of satellites common to the base and
the rover.
Initialized Sats the number of satellites contributing to the
solution.
Radio Link the quality of the radio link.
RTKAge the number of seconds since the last RTK message
was received from the Base.
Receiver Memory the remaining memory of the receiver.
Receiver Power the current receiver power value.
Controller Memory the available memory in the controller.
Controller Power the current controller power value.
Settings opens theElevation Maskscreen.
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Figure 3-59. GPS Status SVs
OmniSTAR/Beacon Status
Depending on which survey configuration is selected, either the
OmniSTAR Statusscreen orBeacon Statusscreen displays.
Tap the GPS Statusbutton and then OmniSTAR/Beacon Statusto
view the status of tracked OmniSTAR satellites or Beacon source
transmission.
OmniSTAR Status
The OmniSTAR Statusscreen displays information on the
OmniSTAR source for real time differential GPS corrections
(Figure 3-60 on page 3-54).
Satellite the satellite that delivers differential GPS corrections.
Status displays the OmniSTARs Virtual Base Station (VBS)version, Frequency, SV Lockand Signal-to-Noise Ratio.
Plot
Table
List
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GRS-1 Controller Device
The GRS-1 hand-held controller incorporates digital imaging
technology for capturing pictures. When capturing pictures usingField Tools for ArcPad, the image data includes GPS coordinates
location (geo-tagged image) and other attribute information, such as
azimuth, date and time of image capture.
Figure 3-62. Create a Shapefile to Store the Azimuth/TIlt Values
Image Capture Using the GRS-1
Controller Device
The GRS-1 receiver (Figure 3-63 on page 3-56) can be used as a
stand-alone hand-held L1 device for mapping, or with the external
PG-A1 antenna as a dual frequency RTK rover. When installing
software or performing file transfers, the USB cable or Bluetooth
module connects the GRS-1 to a computer for in-office processing.
The GRS-1 can also be used as a controller for other Topcon
NOTICE
While creating a shapefile, the user must add a text
attribute (length >50) for storing the path of the
location of the image file on the GRS-1. For storing
measured azimuth and tilt values, you must createrespective numerical attributes and set a precision
(Figure 3-62).
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measurement devices such as manual and robotic total stations,
digital levels, and dual frequency receivers.
Figure 3-63. The GRS-1 (Front View)
Capturing Images on the GRS-1 To access theImage Capture
screen (Figure 3-64 on page 3-57), tap on the Picturetab of anyArcPad Feature Edit Formor tap the drop-down menu next to the
Toolsicon, then select Camera.
NOTE
While the latter action takes independent geo-
referenced images as an addition to the photo layer,
accessing the cameras through the Edit Form
attaches the image to the selected feature.
GRS-1
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Figure 3-64. Access the Image Capture Screen
Image Capture Features of the
GRS-1
On theImage Capturescreen, select the following options for taking
pictures with the GRS-1 camera (Figure 3-65 on page 3-58). Press the Menubutton to select the following options:
Mode: SelectNormalas the mode of operation.
Brightness: Select 3 to +3as the level of brightness for the
image from.
Resolution: Select either 160*120, 320*241, 352*288,
640*480, 800*600, 1024*768,or 1280*1024resolution for
image capture.
ok or Cancel cancels the image capture and returns to the main
screen or to the Feature Edit FormsPicturetab.
ENT captures the image currently on display in the image area.
Keyboard Icon press to display the pop-up keyboard to enter
parameters.
Camera
Menu
Edit Form
PicturePage
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*NOTE:If you click either okor Cancelyou get the same result. To
capture an image, you must press the ENThardware button on the
GRS-1.
Figure 3-65. Image Capture Options
Press one of the following from the MENU options list to edit the
captured image (Figure 3-66 on page 3-59):
Delete: Discards the captured image and returns to the main
screen or to the Feature Edit Forms Picturetab.
Edit: Rotate or crop the captured image.
Back/ok press either one to accept the image and to display the
Img Capturescreen (Figure 3-67 on page 3-60).
CAUTION
Using a resolution of 1600x1200 may result in an
OUT OF MEMORY error message.
NOTE
If you click either okor Backyou get the same
result. To cancel out of image capture, please press
Delete.
NOTE
Cropping should not be performed if a geotag is tobe imbedded in an image.
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Figure 3-66. Image Capture Options (No. 2)
On the Img Capture screen (Figure 3-67 on page 3-60), you can
select options for imaging and store compass values. Enable or select
the following parameters:
Add Geotag check mark this box to imprint a stamp on the
image itself.
You can then view this image using any imaging software on your
PC or device. The stamp includes the date and time of capture,
azimuth, and GPS latitude and longitude in the WSGS84
coordinate system when the image was generated. A graphical
presentation (a compass) of the azimuth at the time of capture is
also stamped on the image.
Use Default Filename check mark this box to use default image
filenames set in ArcPad Preferences. If not check marked, theSave Image Asscreen displays, allowing filepath and filename
selection.
Store Captured Values:
Layer: select the layer that is currently being edited from the
drop-down list.
Azimuth/TiltZ/TiltY: These fields display numerical attributes
of the currently selected layer. Select the attribute field to
store the corresponding value to or selectNot Storedif you
do not want the value to be stored.
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Barcode this field displays the text attributes of the currently
selected layer. Press Scan to retrieve barcode information from
the captured image, then select the attribute field in which to store
the barcode value.
Scan press to retrieve barcode information from the captured
image.
Back returns to theImg Capture screen.
Finish the compass data is saved.
Based on whether the Use Default Filenamesoption is selected
(Figure 3-67), either the image will be saved using the default
filename selected on theSave Image As screen displays to store
the image to the filename of your choice.
Cancel press to cancel image capture and go back to the Picturetab or to the main screen.
Figure 3-67. Image Capture Process Screens
NOTE
The following barcode formats are supported:EAN-
8, EAN-13, Code39, PDF-417, UPC-A, and
UPC-E.
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Using the Compass on the GRS-1
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Using the Compass on the
GRS-1
The internal GRS-1 compass can be used to collect Az