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Does a Bear GPS in the Woods?
Evaluating the use of surveying-grade GPS in challenging terrain Jason Flagg Syracuse University
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Motivation Test effectiveness of survey-quality GPS equipment in challenging terrain Establish important positions at HBEF for GIS Establish control points for future surveys (existing USGS benchmarks)
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Equipment Info Six Trimble 5700 series receivers
Simultaneous measurement at base and rovers “Post-processing” of data produces network of baselines connecting points
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Accuracy Known point in Lincoln measured from Plymouth as if unknown
Northing (m) Easting (m) Measured Published Diff. 0.016 m Error 1 in 1,942,000
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Precision Under Good Conditions
Marker at HB headquarters measured from both Lincoln and Plymouth Northing (m) Easting (m) Lincoln Plymouth Diff. 0.020 m Precision 1 in 940,000
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Precision Under Adverse Conditions
USGS benchmark along Hubbard Brook Rd. measured three separate times Base setup at: Northing (m) Easting (m) Elevation (m) Lincoln (5/15) HBHQ (5/15) HBHQ (5/17) St. Dev. (m) 0.007 0.006 0.062
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Precision Under Adverse Conditions
Precision also measured by “loop closure” Three legs of a triangle measured independently Closure error for this triangle was – m over total distance of 11,500 m
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Other Measurements Freeze Plots Weirs Rain Gages “Wedge” Plots
Watersheds 1 & 6 Boundaries Open to more suggestions
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Special Thanks To: Chris Johnson Nate Jones
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