High-Accuracy GPS for GIS: From 1ft to 4in
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Transcript of High-Accuracy GPS for GIS: From 1ft to 4in
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CHICAGO --- INDIANAPOLIS --- KANSAS CITY --- MILWAUKEE --- ST. LOUIS/ST. PETERS
High-Accuracy GPS for GIS:High-Accuracy GPS for GIS:From 1ft to 4inFrom 1ft to 4in
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Why High-Accuracy?Why High-Accuracy?• Utilities
– Collecting assets/features accurately:• collecting existing features or • ‘as-built’ surveys
– Relocating assets/features• Local & city government
– Urban asset databases– Road centerlines
• Construction– Preliminary site surveys – As-built surveys for collecting asset information– Environmental impact reports
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Why Mapping-Grade?Why Mapping-Grade?• If your applications only require 4in-12in, these
systems are built for that level of accuracy.• Cost of the high-accuracy mapping systems are
typically about half to a third of the cost of a survey-grade unit.
• The Trimble Mapping/GIS products are designed to work well with attribute-intensive GIS data collection projects.
• They integrate seamlessly with ESRI software such as ArcGIS.
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Accuracy LevelsAccuracy Levels• 12 inches
– GeoXH’05 or GeoXH’08 or ProXH
• 8 inches– GeoXH’05 /Pro XH
with Zephyr Antenna• 4 inches
– ProXRT / GeoXH’08 with Zephyr (close to base station)
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GeoXH (2008) HandheldGeoXH (2008) Handheld• <12 inch accuracy after
post-processing or VRS• Typically requires 1-2
minutes at each point• 3-foot accuracy in the
field with WAAS• Integrated unit can be
carried in your hand. No need for cables or a pole/backpack.
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GeoXH’08 with ZephyrGeoXH’08 with Zephyr• 4 inch accuracy after post-
processing…depends on distance to base station (also 6in inch vertical)
• Typically requires 1-2 minutes at each point
• 3-foot accuracy in the field with WAAS. 4 inches when connected to VRS.
• Designed for use on a rangepole
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ProXHProXH• <12 inch accuracy after post-
processing• Typically requires 1-2 minutes
at each point• 3-foot accuracy in the field with
WAAS• Use with a mobile data
collector, tablet, or laptop.• Communication via Bluetooth
or serial cable.
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ProXH with ZephyrProXH with Zephyr• <8 inch accuracy after
post-processing• Typically requires 1-2
minutes at each point• 3-foot accuracy in the
field with WAAS• Use with a mobile data
collector, tablet, or laptop
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ProXRTProXRT• <4 inch accuracy after post-
processing (<6in vertical)• ALSO…<4 inch accuracy in
the field (<6in vertical)• Dependent on base station
distance• Typically requires about 30-60
seconds at each point• 3-foot accuracy in the field
with WAAS/Beacon• Omnistar/GLONASS capable• Designed for use on a
rangepole
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Data Collector OptionsData Collector Options
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Post-ProcessingPost-Processing• Pathfinder Office• GPS Analyst for ArcGIS
• Baseline Requirements:– 50 miles for subfoot– 18 miles for 4 inches (must use
zephyr antenna)• 2 options for real-time decimeter (4in)
data collection:– Using real-time H-Star technology
(VRS)– OmniSTAR HP (ProXRT only)
• Real-time data collection– Allows for in field
verification...knowing that a feature has been captured to the desired accuracy level streamlines workflow and reduces the risk of recollecting data
– For relocating assets accurately and efficiently
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<10cm - 5m
Postprocessed DGPSPostprocessed DGPS
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Postprocessed Code Postprocessed Code Phase DifferentialPhase Differential
• Corrections applied in Pathfinder Office software or GPS Analyst software
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H-Star ProcessingH-Star Processing• Corrections applied in GPS Pathfinder Office
software or GPS Analyst• Multiple CORS used• Carrier phase float solution generated• One base station within 50 miles or three within
120 miles.
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Seiler MWRTKSeiler MWRTK• 60 base stations…
and growing• 23 are NetR5
(GLONASS)• www.mwrtk.net
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Why use VRS for GIS?Why use VRS for GIS?• Do not need post-processing software if you are working
with Shapefile format.• Increased accuracy
– Better than WAAS and Beacon– Doesn’t degrade with distance from the base
• All users in common, established co-ordinate frame– Best fit of GIS data with survey/cadastral framework
• Integrity monitoring– QA/QC increasingly important for contractors
• Availability in places where other RTCM doesn’t reach– Inner cities are well served by mobile phone networks, but
don’t tend to be WAAS-friendly
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VRSVRS Data FlowData FlowReference station data streams back to server through LAN, Internet, or radio links
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VRSVRS Data FlowData FlowRoving receiver sends an NMEA string back to server using cellular modem. Virtual Reference Station position is established. NMEA—GGA
VRS
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VRSVRS Data FlowData FlowServer uses VRS position to create corrected observables and broadcasts them to the rover RTCM or C
MR+ VRS
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Real-time SettingsReal-time Settings
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Cellular ConnectionCellular Connection• Must have cellular service in your
work area– Verizon, AT&T, Sprint, T-Mobile– Data Plan is needed (differs from
a voice plan)• Make sure “tethering” is enabled• Carry spare batteries or bring an
external battery• A bluetooth cell phone is better• A Nomad “GX” series is best!
(AT&T and T-Mobile)
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VRS ConclusionsVRS Conclusions• VRS is coming …
– Large and recent expansion in the Midwest• The cost of using VRS is declining or is free
– Cellular costs dropping; coverage improving• The benefits of VRS are significant
– Data quality and consistency• Once availability and cost get to the right level, VRS is
expected to be the DGPS source of choice for many applications– Particularly urban/suburban
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Omnistar (ProXRT)Omnistar (ProXRT)• 4 in real-time accuracy
– After typical initialization time of 20–40 minutes• OmniSTAR removes the need for cellular devices—it’s
already integrated – All you need is a subscription which can be obtained
conveniently over the air • The GPS Pathfinder ProXRT receiver is capable of
receiving Omnistar• North America Pricing:
– OmniSTAR XP (for 8in) - $1,500/year/receiver– OmniSTAR HP (for 4in) - $2,500/year/receiver
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GLONASS Option (ProXRT)GLONASS Option (ProXRT)• The GLONASS option increases the number of
satellites the receiver can track– Maintain lock on satellites when sky visibility
becomes limited– Users can work for longer in tougher environments
• The GLONASS option can reduce the initialization time for real-time subfoot data collection – Base stations must also support GLONASS (NetR5)
• GLONASS post-processing is not supported
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ProXRT/GLONASSProXRT/GLONASS
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I’m in “NAD83”
NAD83 (CORS96)
DatumsDatums• Choosing the wrong
datum can greatly shift your data!
• NAD27 to NAD83 could mean 50 feet or more.
• “NAD83” has different versions– NAD83 (86)– NAD83 (91)– NAD83 (97)– NAD83 (CORS 96)
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Datum ShiftDatum Shift• Know your
correction source.• WAAS and Beacon
are different!• Confirm your base
station if post-processing.
• Find one base station that works and stick with it.
• Do a test point on a known location before starting.
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CHICAGO --- INDIANAPOLIS --- KANSAS CITY --- MILWAUKEE --- ST. LOUIS/ST. PETERS
Questions?Questions?