TECHNICAL PAPERS
Nov 1, 1988

Mini‐Mac™ Model 2816 GPS Surveyor

Publication: Journal of Surveying Engineering
Volume 114, Issue 4

Abstract

A new portable dual‐frequency Global Positioning System (GPS) receiver is being delivered to customers by Aero Service. The MINI‐MAC Model 2816 receiver is lightweight, portable, and designed for operation by one person in field environments. The receiver is packaged to withstand harsh environmental conditions and deliver dual‐frequency data of the highest quality. Decoded broadcast ephemerides allow for field data. Time and pseudoranges obtained via the unit's course/acquisition (C/A) code L1 capability are used to obtain precise time synchronization. The receivers record on canonical times, so it is not necessary to start different receivers at the same time in order to maintain synchronous phase observations. The MINI‐MAC 2816 Surveyor is capable of tracking up to eight satellites simultaneously using C/A code on L1 and Aero's proven proprietary codeless methods on L2. An L1‐only version, Model 1816, is also available. Phase lock can be maintained on up to eight satellites in kinematic operations. The receiver is designed for future implementation of kinematic software without any required hardware changes. Various aspects of the receiver are discussed and details of a number of field results are provided.

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References

1.
Hothem, L. D., and Fronczek, C. J. (1983). “Report on test and demonstration of MACROMETER Model V‐1000 interferometric surveyor.” FGCC‐IS‐83‐I, Federal Geodetic Control Committee, Rockville, Md.
2.
King, R. W., et al. (1985). “Surveying with GPS.” Monograph No. 9, School of Surveying, Univ. of South Wales, Kensington, N.S.W., Australia.
3.
Ladd, J. W., Counselman, C. C. III, and Gourevitch, S. A. (1985). “The MACROMETER II dual‐band interferometric surveyor.” Proc. 1st Int. Symp. on Precise Positioning with the Global Positioning System, vol. I, National Geodetic Survey, 175–180.
4.
Ladd, J. L., et al. (1986). “MINI‐MAC—a new generation dual‐band surveyor.” Proc. 4th Int. Geodetic Symp. on Satellite Positioning, Defense Mapping Agency/National Geodetic Survey, 475–487.
5.
Ladd, J. L. (1986a). “Establishment of a 3‐dimensional geodetic network using the MACROMETER II™ dual‐band surveyor.” Proc. 4th Int. Geodetic Symp. on Satellite Positioning, Defense Mapping Agency/National Geodetic Survey, 1103–1117.
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Ladd, J. L. (1986b). “Three‐coordinate positioning within 1 part in 10 million without the GPS codes.” Proc. IEEE Position Location and Navigation Symp. (PLANS), Inst. of Electrical and Electronic Engrs., 238–242.
7.
Remondi, B. W. (1985). “Distribution of global positioning system ephemerides by the National Geodetic Survey.” Proc. 1st Conf. on Civil Applications for Global Positioning System (GPS), Institute of Navigation, Greater Philadelphia Section, Warminster, Pa., Sept. 12.
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Schaffrin, B., and Bock, Y. (1987). “A unified scheme for processing GPS dualband phase observations,” submitted to Bulletin Géodésique, Paris, France.
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Shimada, S. (1987). “The Global Positioning System (GPS) and earthquake prediction.” MIA Marubun Quart. News, Tokyo, Japan, 16, 15–16, (in Japanese).
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Welshe, R. D., Ladd, J. W., and Cain, J. D. (1986). “MACROMETER II portable GPS surveyor.” Proc. 4th Int. Geodetic Symp. on Satellite Positioning, Defense Mapping Agency/National Geodetic Survey, 431–437.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 114Issue 4November 1988
Pages: 209 - 216

History

Published online: Nov 1, 1988
Published in print: Nov 1988

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Authors

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Jimmy D. Cain
Mgr. of GPS Services, Aero Service Div., P.O. Box 1939, Houston, TX 77251

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