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Mapping Little River Regional Park with GPS By: Jordan McMillen and Steven Loy April 23, 2008 Geography 594
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Overview Produce accurate, usable map of advanced mountain bike section Important Steps: – Data dictionary – Data collection – Data processing Correction, smoothing – Outputs
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Site About half of LRRP adv. mtn. bike trail Moderately hilly, pine and hardwood tree cover, many animals Qualifiers, informational markings
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Data Dictionary and Collection Previsit to determine needs, scope, potential problems Collection visit to get data 2 Trimble GEO XT/XH receivers One used for line only, one for points only
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Data Dictionary and Collection (cont.) Difficulties: – Tree cover limiting accuracy – Non standardized protocol for some features – Using Data Dictionary Improvements: – External antennas, keypad inputs – Greater planning, coordination, testing
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Differential Correction --------Base Data Details:-------------------- Using reference position from base provider: Name: COOP_CORS, Durham, NC Position: 35°59'46.15538"N, 78°53'58.04671"W, 116.21 m Source: C:\Documents and Settings\geoglab319-01\My Documents\GPS Projects\Default\Base\COOP_CORS, Durham, NC durh100u.zip Local time: 4/9/2008 3:59:46 PM to 4/9/2008 4:59:41 PM Position: 35°59'46.12951"N, 78°53'58.03734"W, 117.47 m, 0.00 m Antenna height Distance from base provider: 0.83m durh100v.zip Local time: 4/9/2008 4:59:46 PM to 4/9/2008 5:59:41 PM Position: 35°59'46.12951"N, 78°53'58.03734"W, 117.47 m, 0.00 m Antenna height Distance from base provider: 0.83m --------Coverage Details:-------------------- Rover file: LR_04092008.SSF Local time: 4/9/2008 4:04:52 PM to 4/9/2008 5:51:51 PM 100% total coverage 51% coverage by durh100u.zip 49% coverage by durh100v.zip Code processing... Selected 4677 positions for post-processing Corrected 4560 positions Failed to correct 96 positions 95 of these were due to insufficient satellites for position fix 1 of these were due to unknown receiver type Excluded 22 positions 22 of these were due to high DOP values Filtered out 118 uncorrected positions RangePercentage -------------------- 0.5-1m 1.9% 1-2m 39.8% 2-5m 50.5% >5m 7.8%
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Data Corrections Manual Edits – 1. Merge Process – 2. Editor Toolbar
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Data Correction Continued… Generalization Importance of Maximum allowable offsets
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Editting Process Smoothing – Methods of smoothing – Chosen method and reasoning
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Final Results Final Layout and Calculated Lengths Yellow – Parks original estimate Gray – As collected Blue – Manually and generalized Red – Final Trail
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Further Improvements More data collection Greater input from park staff, users – What information is important? Run trial/test before main collection Use other methods to calculate distance – Bicycle or human pedometer, measuring wheel Publish data to users in easy to use format – Web, Google Earth, Paper Maps
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Google Earth Test Arcmap 9.2 has *.kml output Other applications can do this too Small file size, easily shared and used Built in topo features Overlay with other data
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Sources and Credits LRRP Staff and data Trimble Geog594 Class
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