FGCS Federal Geodetic Control Subcommittee

Test and Demonstration of the Magellan
Nav Pro 5000 GPS Receiver Sub Meter
System: July 1993

FGCS Report: FGCS-IG-94-1

November, 1994

FGCS Members:

U.S. Department of Agriculture
U.S. Department of Commerce
U.S. Department of Defense
U.S. Army Corps of Engineers
U.S. Department of Interior
U.S. Department of Transportation
Environmental Protection Agency
Federal Aviation Administration
Federal Communications Commission
International Boundary and Water Commission
International Boundary Commission
National Aeronautics and Space Administration
National Capital Planning Commission
Tennessee Valley Authority


TEST AND DEMONSTRATION OF THE
MAGELLAN NAV PRO 5000 GPS
RECEIVER SUB METER SYSTEM:
July 1993

FGCS Report: FGCS-IG-94-1

Larry Hothem
Karl Brown
Federal Geodetic Control Subcommittee

Instrument Working Group
Chair, Sally L. Frodge

For further information contact:
Secretariat, Federal Geodetic Control Subcommittee
N/CG, SSMC3, Station 8657
Coast and Geodetic Survey, NOAA
Silver Spring, Maryland 20910-3282

November 1994

For sale by the National Geodetic Information Center, NOAA, Silver Spring, MD 20910-3282


CONTENTS

APPENDICES
  1. Specifications Outline Magellan NAV PRO 5000 GPS Receiver
  2. Test Summary Tables

FIGURES
  1. FGCS test network located in the vicinity of Washington, D.C.
  2. Portion of the FGCS test network near Gaithersburg, Maryland

TABLES
  1. Summary of Evaluation Statistics
  2. Summary of Station Occupations
  3. Reference Stations Collection Periods
  4. Station Coordinates
  5. Occupied Rover Stations
  6. Baseline Data Corrected
  7. Corrected Remote Location
  8. Solution Error -- Meters

The use of commercial trade names or products in this report does not constitute an endorsement
by the FGCS. Any use of this publication for either advertising or publicity related to information
regarding proprietary rights related to products or tests of these products is not authorized.

REPORT ON THE TEST AND DEMONSTRATION OF THE
MAGELLAN NAV PRO 5000
GPS RECEIVER SUB METER SYSTEM: July 1993

Instrument Working Group
Federal Geodetic Control Subcommittee
November 1994

ABSTRACT

The Magellan NAV PRO 5000 GPS receiver system with Sub-Meter upgrade module was tested on the FGCS network in April of 1993. The test was designed to demonstrate two main points: the Sub-Meter capability of the Magellan NAV PRO, as well as the ability to successfully process accurate results using RINEX format data from a variety of reference stations ('base' station receivers).

Three Magellan receivers acquired L1 carrier phase data in a series of 45 occupations on numerous points located on the grounds of the National Institute of Standards and Technology (NIST). Magellan's post-processing software package was employed to process RINEX data collected by 3 Trimble Navigation Systems' 4000SSE reference stations, as well as 3 Ashtech LM-XII and 2 LD-XII receivers.

Please note that no least squares adjustments or other outside network adjustment programs have been applied to these coordinates. All data shown in the following tables of results were determined solely from Magellan software.

Baseline results are presented for distances ranging from 111 meters to 43.8 kilometers, with an average baseline length of 21.86 km. Total RMS error for the entire data set was 0.87 meters, within Magellan specifications of <1 meter RMS.

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INTRODUCTION

The Magellan NAV PRO 5000 GPS receiver is the first hand-held system to be tested on the FGCS network of high-accuracy control points (Fig 1&2, Table 3). These points are available to GPS manufacturers as a standard for use in verifying quoted accuracy specifications, and as test platform for new GPS surveying systems. Field work and data evaluation are typically supervised by members of the FGCS to verify receiver performance, data quality, overall results, and specifications.

FGCS approval of a tested GPS system provides a qualified and independent assurance that the tested system has met or exceeded the manufacturers quoted specifications.

The NAV PRO system receives both L1 C/A Code and L1 Carrier Phase data, and will acquire at varying sampling rates from 1-second. The NAV PRO is synchronized to the GPS second, and as such may be used in certain modes against long-interval reference stations. Both C/A Code and Carrier Phase data were recorded by NAV PRO units in this test at a 1-second rate, with Sub-Meter results being derived through a proprietary algorithm using the carrier data. Full technical specifications for the NAV PRO unit are contained in Appendix A.

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TEST DESCRIPTION

The test and demonstration were conducted over the course of two periods totaling 5.5 hours on April 16, 1993 (day 106). All reference stations were requested to acquire data during the following scheduled times: Collection period 1 to begin at 1130 UTC and run until 1430 UTC, followed by period 2 beginning at 1600 UTC and ending at 1830 UTC. These times correspond to 07:30am EDT to 10:30am EDT, followed by 12:00 (noon) EDT to 14:30pm EDT. Measured vectors range from short, 111 to 1275 meters; to medium, 6 to 25 kilometers; and long, 35 to 44.9 kilometers.

Figure 1 is a general depiction of the FGCS test network, with the shortest baselines described on the attached Figure 2, a general plan of the NIST facility located in Gaithersburg, Maryland.

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Figure 1. FGCS test network located in the vicinity of Washington, D.C.

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Figure 2. Portion of the FGCS test network near Gaithersburg, Maryland

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MISSION PLANNING

Prior to actual field work, mission planning information was generated using the Magellan software package, as illustrated in figure 3. Information (Satellite coverage) was readily produced that showed (predicted) no trouble in finding suitable coverage during the planned test period since only 4 satellites are actually required for Magellan Sub-Meter processing. Data generated in planning sessions were used as reference during fieldwork. Planning information was based on almanac data gathered by a Magellan receiver two days prior to the actual test operation. The United States' Coast Guard GPS Bulletin Board was consulted prior to field operations to ensure sufficient satellite availability.

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DATA COLLECTION AND POINT OCCUPATIONS

A sequence of 45 field occupations occurred during the course of the overall test program. According to (as required by) Magellan specifications, each occupation was scheduled for at least 10 minutes (see Table 1). Data sets on rover test points were acquired in the static (stationary), Sub-Meter mode. Kinematic (moving point collection) operations were not performed.

Mask angles on rover units were set to 15 degrees. Data were acquired at 1-second epoch intervals for all test occupations. Data were processed for all possible tracker/rover combinations afforded by field occupations and available reference station data. (Note: Not all reference stations were able to supply full data sets as established (required) in the acquisitions schedule, see Table2).

Two NAV PRO receivers were employed as rovers to acquire data at varying times on 7 separate test stations. One NAV PRO remained stationary throughout the test sequence to act as a Magellan reference station, although these data were processed against reference station Receiver INdependent EXchange (RINEX) data as a series of remote occupations. All sessions were processed successfully through the Magellan Post Processing Software (PPSW).

Each reference station used in the test program was configured to acquire L1 Carrier Phase and C/A Code data at 1-second sampling intervals. Full specifications for each of these receivers may be obtained from their respective manufacturers. All trackers used in the program supplied data in the GPS industry standard RINEX format for use as control files in Magellan PPSW.

Data were collected by FGCS systems operators and volunteers at the National Institute of Standards and Technology, National Geodetic Survey, National Aeronautics and Space Administration, the US Corps of Engineers, the US Coast Guard, and three separate offices within the US Geologic Survey.

Field occupations were undertaken in two collection periods as described above. Weather throughout the test program was extremely inclement, with a major thunderstorm moving directly through the test network at approximately mid-morning. Some field occupations were delayed by considerable localized lightning activity and extremely heavy rainfall during the initial phases of the storm. A steady downpour and periodic lightning strikes occurred throughout the course of the second collection period. Despite the weather, 45 occupations were completed.

(Note: Inadvertent user error in the session setup during three occupations of the first collection period resulted in data sets with unacceptable Carrier Phase Dilution Of Precision (CPDOP) values. Although these four data sets were processed, CPDOP values for the results were orders of magnitude beyond Magellan specifications. These results were therefore eliminated from the final analysis as invalid data.)

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DATA PROCESSING & RESULTS

Control and remote data files were processed using broadcast ephemeris information and L1 Carrier Phase data, according to (utilizing) a proprietary Magellan algorithm for Sub-Meter results. The RINEX files supplied from the reference stations were generated using manufacturer-specific conversion programs.

Preliminary results for representative points within the survey network were determined by the end of the day, April 16. Early results were processed on a laptop 386SX/25 computer with math co-processor, while the overall analysis and final results were produced using a 486/50 desktop system. All results were processed through the menu-based Magellan software supplied with each NAV PRO receiver and Sub-Meter upgrade kit.

Table 1. Summary of Evaluation Statistics.

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The Magellan software is a simple to use program that incorporates mission planning, data transfer, file conversion, and both Code- and Carrier-Phase differential processing. A variety of common grid systems, datums, and user-definable parameters are supported in the program. Files are selected for processing through a system of windows and pick lists. Results may be output in user-selected formats such as ASCII, ArcINFO.GEN, AutoCAD.DXF, and NGS standard. Raw Magellan files may also be converted to RINEX format for processing in other manufacturers' programs.

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CONCLUSION

Tables 1 - 7 summarize the results, and provide additional reference information on baseline length, corrected remote locations, as well as Magellan-specific details such as Carrier Phase Dilution Of Precision (CPDOP) values. Full data on all occupations and corrected results are available from Magellan Systems. Baseline results are presented for distances ranging from 111 meters to 43.8 kilometers, with an average baseline length of 21.86 km. Total RMS error for the entire data set was 0.87 meters, within Magellan specifications of <1 meter RMS.

Table 2. Summary of Station Occupations

Station Start Time Stop Time Session Receiver
G113 13:32:45 13:44:11 B i-9
G113 13:45:26 13:58:21 B i-10
G113 13:59:30 14:11:15 B i-11
KINA 12:32:03 12:45:17 C i-5
KINA 12:47:53 12:56:31 C i-6
KINA 13:32:04 13:44:28 C i-9
KINB 12:01:59 12:14:37 C i-3
KINB 12:16:44 12:25:53 C i-4
KINB 13:01:01 13:14:43 C i-7
KINB 13:16:25 13:27:08 C i-8
KIND 11:33:33 11:40:22 C i-1
KIND 11:44:54 11:56:14 C i-2
KINF 12:50:45 12:59:44 B i-6
KINF 13:00:47 13:14:11 B i-7
KINF 13:15:15 13:25:47 B i-8
NBS1 11:45:47 11:58:12 B i-2
NBS1 11:59:24 12:10:53 B i-3
NBS1 14:19:34 14:33:50 B i-12
NBS1 17:19:05 17:28:12 B ii-6
NIST 12:31:10 12:40:24 B i-5
NIST 17:36:58 17:48:28 B ii-7
NIST 17:49:29 17:59:30 B ii-8
NIST 18:03:51 18:15:01 B ii-9
NIST 18:16:00 18:30:30 B ii-10
N102 11:45:48 11:59:04 A i-2
N102 12:01:05 12:15:05 A i-3
N102 12:16:30 12:28:28 A i-4
N102 12:30:23 12:43:44 A i-5
N102 12:45:26 12:58:25 A i-6
N102 12:59:54 13:13:49 A i-7
N102 13:15:03 13:29:09 A i-8
N102 13:30:48 13:43:46 A i-9
N102 13:45:05 13:58:03 A i-10
N102 13:59:24 14:14:14 A i-11
N102 14:15:35 14:30:11 A i-12
N102 16:05:29 16:14:13 A ii-1
N102 16:15:34 16:29:07 A ii-2
N102 16:30:49 16:44:19 A ii-3
N102 16:45:59 16:59:02 A ii-4
N102 17:00:53 17:15:16 A ii-5
N102 17:16:53 17:29:26 A ii-6
N102 17:36:43 17:49:38 A ii-7
N102 17:51:00 18:00:52 A ii-8
N102 18:02:23 18:15:45 A ii-9
N102 18:16:58 18:31:51 A ii-10

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TABLE 3. Reference station Collection Periods (UTC)

Name File Start Time End Time Receiver type Data type
NBS5* 1061 11:28 12:46 Ashtech LMXII L1,L2,C1,D1
--- 1062 13:25 14:41 --- ---
--- 1063 16:34 17:29 --- ---
--- 1064 17:40 18:53 --- ---
POWL 1061 11:29 14:30 Ashtech LDXII L1,L2,C1,D1
--- 1062 16:00 18:30 --- ---
SCOL* 1061 12:50 15:17 Ashtech LDXII L1,L2,C1,D1
--- 1062 16:13 18:30 --- ---
ASTE 106A 11:30 14:31 Trimble 4000SSE L1,L2,P2,C1
--- 106B 15:58 18:33 --- ---
FRON* 106A 14:04 14:30 Trimble 4000SSE L1,L2,P2,C1
--- 106B 15:59 18:47 --- ---
GORF* 106A 13:38 14:44 Trimble 4000SSE L1,L2,P2,D1
--- 106B 16:00 18:32 --- ---
EAST* 1061 11:58 13:27 Ashtech LMXII L1,C1,D1
--- 1062 13:36 14:35 --- ---
--- 1063 16:00 17:18 --- ---
--- 1064 17:27 18:31 --- ---
ONSC* 1061 11:29 12:54 Ashtech LMXII L1,C1,D1
--- 1062 13:25 14:30 --- ---
--- 1063 16:01 17:15 --- ---
--- 1064 17:30 18:51 --- ---

*Stations outside the requested acquisition times (1130-1430 UTC Period 1; 1600-1830 UTC Period 2)

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Table 4. Station Coordinates

Name Latitude (D M Sec) Longitude (D M Sec) Ellipsoid Height
ASTE 38 12 7.40246 -77 22 24.26073 37.375
EAST 38 44 27.46987 -77 8 40.39506 -6.822
FRON 39 8 0.36998 -77 12 54.15389 125.046
G113 39 7 36.45896 -77 12 41.35786 94.247
GORF 39 1 15.40522 -76 49 38.95068 21.274
KINA 39 7 53.04763 -77 12 48.66795 104.979
KINB 39 7 53.48234 -77 12 49.44919 105.605
KIND 39 7 53.44263 -77 12 55.65427 103.860
KINF 39 7 47.02420 -77 12 48.56940 100.452
N102 39 7 51.97913 -77 12 53.73600 107.775
NBS1 39 8 1.30773 -77 12 48.22222 108.284
NBS5 39 7 48.36855 -77 12 54.11628 106.996
NIST 39 8 28.97402 -77 13 4.11026 100.992
ONSC 38 45 11.29116 -77 7 41.82159 -15.260
POWL 38 56 55.42349 -77 22 6.98935 121.734
SCOL 39 10 13.16865 -77 16 35.84159 123.193

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Table 5. Occupied Rover Stations

Control Remote Session Duration CPDOP (minutes)
NBS5 N102 1.11 14.8 13.7
NBS5 KINA 1.09 12.3 15.6
NBS5 KINB 1.03 12.6 16.0
NBS5 KIND 1.02 11.2 16.2
NBS5 NBS1 1.12 14.2 15.1
NBS5 G113 1.1 12.8 15.8
NBS5 NIST 2.09 11.1 22.1
POWL N102 1.02 13.1 14.0
POWL KINA 1.05 13.2 18.8
POWL KINB 1.03 12.6 16.0
POWL KIND 1.01 6.8 26.0
POWL NBS1 1.03 11.4 17.2
POWL G113 1.1 12.8 15.8
POWL NIST 1.12 11.5 40.4
SCOL N102 2.06 11.7 23.2
SCOL KINA 1.09 12.3 15.6
SCOL NBS1 2.06 9.1 30.0
SCOL G113 1.1 12.8 15.8
SCOL NIST 2.09 11.1 22.1
N102 KINA 1.06 8.5 29.7
N102 KINB 1.04 8.9 19.2
N102 KIND 1.02 10.3 17.7
N102 NBS1 1.12 10.6 20.0
N102 G113 1.1 12.6 16.2
N102 NIST 2.08 8.4 33.8
FRON N102 2.04 12.9 15.4
FRON NBS1 1.12 10.9 19.6
FRON G113 1.11 6.5 31.1
FRON NIST 2.07 11.5 40.4
GORF N102 1.12 14.6 14.5
GORF KINA 1.09 6.3 31.0
GORF NBS1 1.12 14.2 15.1
GORF G113 1.1 12.8 15.8
GORF NIST 2.1 11.9 21.8
EAST N102 1.06 13.0 19.3
EAST KINA 1.05 13.2 18.8
EAST KINB 1.03 12.6 16.0
EAST NBS1 1.03 11.4 17.2
EAST G113 1.1 12.8 15.8
EAST NIST 2.1 13.6 19.2
ONSC N102 2.07 11.9 39.1
ONSC KINA 1.06 6.8 37.0
ONSC KINB 1.03 12.6 16.0
ONSC KIND 1.02 11.2 16.2
ONSC NBS1 1.02 12.3 14.9
ONSC G113 1.1 12.8 15.8
ONSC NIST 2.07 11.5 40.4

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Table 6. Baseline Data - Corrected

Control Remote North East Height Basline Length
NBS5 N102 111.34 9.21 0.82 111.72
NBS5 KINA 144.36 130.94 -1.98 194.91
NBS5 KINB 157.81 112.11 -1.45 193.58
NBS5 KIND 156.38 -36.90 -2.91 160.70
NBS5 NBS1 399.11 141.53 1.28 423.46
NBS5 G113 -367.26 306.52 -12.70 478.53
NBS5 NIST 1252.19 -240.03 -5.81 1275.00
POWL N102 20247.16 13305.61 -13.89 24227.81
POWL KINA 20280.27 13427.35 -16.80 24322.49
POWL KINB 20293.73 13408.61 -16.35 24323.37
POWL KIND 20292.04 13259.22 -17.87 24239.93
POWL NBS1 20534.88 13437.88 -13.50 24540.95
POWL G113 19768.51 13603.91 -27.69 23997.11
POWL NIST 21387.97 13055.20 -20.60 25057.61
SCOL N102 -4354.21 5333.35 -15.33 6885.06
SCOL KINA -4321.07 5454.50 -18.02 6958.70
SCOL NBS1 -4066.61 5465.44 -14.60 6812.38
SCOL G113 -4832.77 5630.67 -28.76 7420.31
SCOL NIST -3213.33 5083.59 -22.02 6014.06
N102 KINA 32.90 121.81 -2.69 126.20
N102 KINB 46.47 102.98 -2.03 113.00
N102 KIND 45.02 -46.10 -3.61 64.54
N102 NBS1 287.73 132.42 0.63 316.74
N102 G113 -478.62 297.09 -13.34 563.49
N102 NIST 1140.86 -249.21 -6.75 1167.78
FRON N102 -258.72 9.97 -17.32 259.49
FRON NBS1 28.89 142.48 -16.57 146.32
FRON G113 -737.84 307.41 -30.80 799.91
FRON NIST 882.09 -239.18 -23.92 914.25
GORF N102 12229.65 -33526.96 86.56 35687.94
GORF KINA 12262.80 -33405.23 83.23 35585.01
GORF NBS1 12517.25 -33393.49 87.09 35662.51
GORF G113 11750.92 -33230.24 73.44 35246.82
GORF NIST 13370.60 -33773.60 79.60 36324.03
EAST N102 43311.75 -6101.55 114.50 43739.57
EAST KINA 43344.58 -5979.65 111.84 43755.24
EAST KINB 43358.23 -5998.32 111.81 43771.32
EAST NBS1 43599.47 -5968.66 114.58 44006.27
EAST G113 42832.99 -5803.30 100.99 43224.46
EAST NIST 44452.45 -6350.71 107.54 44903.94
ONSC N102 41960.41 -7511.78 123.16 42627.67
ONSC KINA 41993.10 -7389.37 120.11 42638.45
ONSC KINB 42006.94 -7408.39 120.27 42655.38
ONSC KIND 42005.31 -7558.01 119.25 42680.02
ONSC NBS1 42247.93 -7378.97 123.45 42887.67
ONSC G113 41481.60 -7213.47 109.33 42104.27
ONSC NIST 43101.25 -7760.98 116.48 43794.57

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Table 7. Corrected Remote Location

Control Remote LATITUDE (deg)(min)(sec) LONGITUDE (deg)(min)(sec) ELLIPSOID HEIGHT (m)
NBS5 N102 39 7 51.979 -77 12 53.733 107.82
NBS5 KINA 39 7 53.050 -77 12 48.665 105.02
NBS5 KINB 39 7 53.486 -77 12 49.449 105.55
NBS5 KIND 39 7 53.439 -77 12 55.653 104.09
NBS5 NBS1 39 8 1.310 -77 12 48.224 108.28
NBS5 G113 39 7 36.460 -77 12 41.355 94.30
NBS5 NIST 39 8 28.973 -77 13 4.110 101.19
POWL N102 39 7 51.981 -77 12 53.736 107.83
POWL KINA 39 7 53.055 -77 12 48.673 104.92
POWL KINB 39 7 53.491 -77 12 49.451 105.37
POWL KIND 39 7 53.436 -77 12 55.663 103.85
POWL NBS1 39 8 1.310 -77 12 48.226 108.22
POWL G113 39 7 36.461 -77 12 41.349 94.03
POWL NIST 39 8 28.974 -77 13 4.108 101.12
SCOL N102 39 7 51.977 -77 12 53.731 107.86
SCOL KINA 39 7 53.051 -77 12 48.686 105.17
SCOL NBS1 39 8 1.303 -77 12 48.226 108.59
SCOL G113 39 7 36.459 -77 12 41.356 94.43
SCOL NIST 39 8 28.972 -77 13 4.117 101.17
N102 KINA 39 7 53.046 -77 12 48.664 105.09
N102 KINB 39 7 53.486 -77 12 49.448 105.75
N102 KIND 39 7 53.439 -77 12 55.656 104.17
N102 NBS1 39 8 1.309 -77 12 48.223 108.41
N102 G113 39 7 36.459 -77 12 41.367 94.44
N102 NIST 39 8 28.973 -77 13 4.112 101.03
FRON N102 39 7 51.981 -77 12 53.739 107.73
FRON NBS1 39 8 1.307 -77 12 48.222 108.48
FRON G113 39 7 36.440 -77 12 41.355 94.25
FRON NIST 39 8 28.973 -77 13 4.113 101.13
GORF N102 39 7 51.979 -77 12 53.739 107.80
GORF KINA 39 7 53.054 -77 12 48.678 104.47
GORF NBS1 39 8 1.305 -77 12 48.212 108.33
GORF G113 39 7 36.456 -77 12 41.355 94.68
GORF NIST 39 8 28.977 -77 13 4.103 100.83
EAST N102 39 7 51.987 -77 12 53.733 107.68
EAST KINA 39 7 53.051 -77 12 48.673 105.02
EAST KINB 39 7 53.494 -77 12 49.448 104.98
EAST NBS1 39 8 1.317 -77 12 48.221 107.75
EAST G113 39 7 36.463 -77 12 41.343 94.17
EAST NIST 39 8 28.977 -77 13 4.098 100.72
ONSC N102 39 7 51.986 -77 12 53.740 107.90
ONSC KINA 39 7 53.046 -77 12 48.658 104.85
ONSC KINB 39 7 53.495 -77 12 49.448 105.00
ONSC KIND 39 7 53.442 -77 12 55.661 103.99
ONSC NBS1 39 8 1.309 -77 12 48.231 108.18
ONSC G113 39 7 36.461 -77 12 41.344 94.07
ONSC NIST 39 8 28.981 -77 13 4.111 101.21

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Table 8. Solution Error - Meters

Control Remote Latitude Longitude EHeight Total
NBS5 N102 0.00 -0.07 0.04 0.08
NBS5 KINA 0.07 -0.07 0.04 0.11
NBS5 KINB 0.11 0.00 -0.06 0.13
NBS5 KIND -0.11 -0.03 0.23 0.26
NBS5 NBS1 0.07 0.04 0.00 0.08
NBS5 G113 0.03 -0.07 0.05 0.09
NBS5 NIST -0.03 -0.01 0.20 0.20
POWL N102 0.06 0.00 0.05 0.08
POWL KINA 0.23 0.12 -0.06 0.26
POWL KINB 0.27 0.04 -0.23 0.36
POWL KIND -0.20 0.21 -0.01 0.29
POWL NBS1 0.07 0.09 -0.06 0.13
POWL G113 0.06 -0.21 -0.22 0.31
POWL NIST 0.00 -0.05 0.13 0.14
SCOL N102 -0.07 -0.12 0.08 0.16
SCOL KINA 0.10 0.43 0.19 0.48
SCOL NBS1 -0.15 0.09 0.31 0.35
SCOL G113 0.00 -0.04 0.18 0.19
SCOL NIST -0.06 0.16 0.18 0.25
N102 KINA -0.05 -0.09 0.11 0.15
N102 KINB 0.11 -0.03 0.14 0.19
N102 KIND -0.11 0.04 0.31 0.33
N102 NBS1 0.04 0.02 0.13 0.13
N102 G113 0.00 0.22 0.19 0.29
N102 NIST -0.03 0.04 0.04 0.06
FRON N102 0.06 0.07 -0.05 0.10
FRON NBS1 -0.02 -0.01 0.20 0.20
FRON G113 -0.59 -0.07 0.00 0.59
FRON NIST -0.03 0.07 0.14 0.16
GORF N102 0.00 0.07 0.02 0.08
GORF KINA 0.20 0.24 - 0.51 0.60
GORF NBS1 -0.08 -0.25 0.05 0.26
GORF G113 -0.09 -0.07 0.43 0.45
GORF NIST 0.09 -0.17 -0.16 0.26
EAST N102 0.24 -0.07 -0.09 0.27
EAST KINA 0.10 0.12 0.04 0.16
EAST KINB 0.36 -0.03 -0.63 0.72
EAST NBS1 0.29 -0.03 -0.53 0.61
EAST G113 0.12 -0.36 -0.08 0.39
EAST NIST 0.09 -0.29 -0.27 0.41
ONSC N102 0.21 0.10 0.13 0.26
ONSC KINA -0.05 -0.24 -0.13 0.28
ONSC KINB 0.39 -0.03 -0.61 0.72
ONSC KIND -0.02 0.16 0.13 0.21
ONSC NBS1 0.04 0.21 -0.10 0.24
ONSC G113 0.06 -0.33 -0.18 0.38
ONSC NIST 0.22 0.02 0.22 0.31

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APPENDIX A

SPECIFICATIONS OUTLINE -

MAGELLAN NAV NAV PRO 5000 GPS RECEIVER

The following is a brief specifications description of the Magellan Systems' NAV 5000 NAV PRO Handheld GPS Receiver, including basic data on available accuracies, dimensions, operating characteristics and other pertinent information.

OPERATIONAL CHARACTERISTICS

General: 5-Channel GPS receiver;
differentially correctable internal storage buffer with namable waypoints.
Update Rate: User-selected, from 1 to 999 seconds
Sampled data: L1 C/A Code, L1 Carrier Phase
Time to first fix: Typically less than 35 seconds
Almanac collection: Typically 12.5 minutes
Accuracy*: Single-fix - 15 meters RMS in 2D or 3D mode
Averaging - 12 meters RMS in 2D or 3D mode
Differential -
3 meters RMS horizontal
5 meters RMS spherical
<1 meter RMS spherical with Sub-Meter Module
Operating Life: 10 hours with AA alkaline batteries (6) 4 hours with rechargeable NiCad Continuous with external power

PHYSICAL CHARACTERISTICS

Size: 8.75" x 3.50" x 2.13" excluding antenna
Weight: 30 ounces with batteries
Specific Gravity: 0.8 (it floats)
Display : 4-line, 16-character, lighted alphanumeric LCD
Operating Temp.: -10 to 60 degrees Centigrade Storage
Temp.: -40 to 70 degrees Centigrade
Casing: 1 Completely sealed waterproof, dustproof, and shock resistant with integrated keypad

*Please note accuracies as quoted are specified for a non-Selective Availability environment. SA accuracies are specified by the US DoD to be within 100 meters RMS 95% of the time, and within 300 meters RMS 99.99% of the time.

The Magellan Post-Processing software (packaged with each unit) features such menu-driven functions as: mission planning; the ability to log data directly and download stored files; conduct statistical analyses on data files; convert data products to a variety of GIS formats, as well as interface with other types of GPS systems through the RINEX format standard; and perform differential corrections for increased accuracy.

Each Magellan NAV 5000 NAV PRO unit may be configured in the field with datum and projections to match the specifications of the host GIS program. Data as collected is then automatically georeferenced to the host system for simple and straightforward GIS updates and input. Magellan units may be used as stand-alone receivers for rough position data gathering, or may be used in tandem for differential work.

GENERAL INFORMATION

- The 5000 NAV PRO uses an integrated quadrafilar antenna for straightforward field operations and ready access to position fixes in difficult canopy situations. The MultiPath-Resistant microstrip antenna is typically used with the 5000 NAV PRO when working in the Sub-Meter mode, and provides the "clean" signal quality necessary for high-accuracy applications.

- The 5000 NAV PRO will provide a variety of accuracy levels when used in the differential mode. Accuracy levels vary according to the method in which and which type of data are gathered, ranging from 10 meters in the most basic "field differential" mode to <1 meter using the sophisticated Sub-Meter program.

- Meter-level position fixes are obtained with 3-5 minutes of occupation time on a field point; the Sub-Meter results require a 10 minute occupation of the remote point. Meter-level remote operations may be conducted as far as 400 kilometers from the control point; Sub-Meter operations must be conducted within 50 kilometers of the benchmark.

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