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CONTRIBUTIONS REGARDING MODERN TECHNOLOGIES FOR THE OPTIMIZATION OF FARMLAND RECORDS
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References26
Bruyninx C (2004) The EUREF Permanent Network a multi-disciplinary network serving surveyors as well as scientists. GeoInformatics 7, pp. 32–35. No. Point X(m) Y(m) H(m) No Point X(m) Y(m) H(m) 1 B100 535092,857 239558,816 110,172 27 B126 525265,245 237649,989 126,078 2 B101 534989,618 239193,689 110,428 28 B127 525155,578 237839,643 137,443 3 B102 534833,632 240848,612 114,549 29 B128 522545,892 237682,250 188,938 4 B103 534728,596 241260,543 180,551 30 B129 522210,070 237306,585 136,621 5 B104 532783,259 240270,093 118,848 31 B130 521091,604 236936,361 125,125 6 B105 532701,397 239953,302 118,341 32 B131 519956,317 237423,916 126,149 7 B106 532892,996 239317,411 113,816 33 B132 538008,483 236348,102 112,788 8 B107 533863,761 239274,871 111,035 34 B133 545383,623 274585,399 148,250 9 B108 536489,708 240064,029 109,221 35 B134 545669,213 274699,306 133,552 10 B109 536654,829 240312,335 109,196 36 B135 545636,831 274306,955 137,099 11 B110 536517,760 241834,630 108,937 37 B136 546533,866 275794,335 129,846 12 B111 536389,060 242073,976 127,713 38 B137 545924,759 275531,784 130,902 13 B112 538173,647 241832,106 108,663 39 B138 545682,350 275415,046 133,059 14 B113 538436,408 241985,553 108,646 40 B139 546843,377 274461,382 141,212 15 B114 537870,749 242923,395 112,015 41 B140 547113,467 274588,005 139,291 16 B115 537989,249 243252,963 110,917 42 B141 544776,833 271907,013 174,742 17 B116 539154,044 243514,612 110,225 43 B142 544519,617 271555,625 176,977 18 B117 538960,339 243718,032 108,828 44 B143 547219,289 272683,261 146,137 19 B118 538833,051 244663,228 156,714 45 B144 547278,942 272087,032 158,927 20 B119 538510,806 244585,576 146,592 46 B145 547870,186 272051,890 143,665 21 B120 525537,761 236792,231 119,554 47 B146 548283,011 272099,601 135,454 22 B121 525445,666 237100,887 119,338 48 B147 548964,397 271820,039 140,171 23 B122 524024,290 236183,456 121,168 49 B148 548763,651 271468,469 140,824 24 B123 523710,400 236250,032 120,655 50 B149 525801,504 232792,857 120,553 25 B124 520780,335 237210,765 129,872 51 B153 543826,635 270812,808 182,614 26 B125 519899,714 237080,241 123,599 52 B154 544209,506 271013,462 179,257 Section Cartography and GIS
Cramer M.R., Wells D.E., Vanicek P., Devlin R.L. Specifications for Urban GPS Surveys, ACSM Surveying and Land Information Systems, Vol. 50, No. 4, 1990.
Even-Tzur G. GPS vector configuration design for monitoring deformation networks, Journal of Geodesy Volume 76, Issue 8, November 2002, pp 455-461.
Ineichen D., Beutler G., Hugentobler U.Sensitivity of GPS and GLONASS orbits with respect to resonant geopotential parameters , Journal of Geodesy , October 2003, Volume 77, Issue 7-8, pp. 478-486 .
Kuang D., Bar -Sever Y. E. , BertigerW. I., Hurst K.J., Zumberge J.F. GPS- assisted GLONASS orbit determination , Journal of Geodesy, November 2001, Volume 75, Issue 11, pp. 569-574.
Li B., Shen Y., Feng Y., Gao W, Yang L. GNSS ambiguity resolution with controllable failure rate for long baseline network RTK, Journal of Geodesy, Continuation of Bulletin Géodésique and manuscripta geodaetica, Spr inger-Verlag Berlin Heidelberg, DOI: 10.1007/s00190-013-0670-z, Volume 88, Issue 2, 2014, pp 99-112.
Meng X., Roberts G.W., Dodson A. H., Cosser E., Barnes J., Rizos C., Impact of GPS satellite and pseudolite geometry on structural deformation monitoring: analytical and empirical studies, Journal of Geodesy , Volume 77, June 2004, Issue12, pp . 809- 822.
Militino A. F., Ugarte M. D., Iribas J., Lizarraga-Garcia E. Mapping GPS positional errors using spatial linear mixed models, Journal of Geodesy , Volume 87, Issue 7, July 2013, pp 675-685.
Remondi B.W. Using the Global Positioning System (GPS) phase observable for relative geodesy: modeling, processing, and results. Ph. D. Dissertation, Center for Space Research, Univ. of Texas, Austin, Texas, 1984: 360 p.
Rothacher M., Springer T. A., Schaer S., Beutler G.Processing Strategies for Regional GPS Networks, Advances in Positioning and Reference Frames , International Association of Geodesy Symposia Volume 118, 1998, pp. 93-100.
Snay R.A. Network design stra tegies applicable to GPS surveys using three or four receivers, Bulletin géodésique, Volume 60, Issue 1, 1986, pp 37-50.
Wu J., Hsieh C-H. Statistical modeling for the mitigation of GPS multipath delays from day -to-day range measurements, Journal of Geodesy , Print: ISSN 0949-7714, Volume 84, Issue 4, April 2010, pp. 223-232.
Xing G., Jing L., Novel algorithms for GPS network RTK, Wuhan University Journal of Natural Sciences, Volume 8, Issue 2 June 2003, pp. 596-602.
Bruyninx C (2004) The EUREF Permanent Network a multi-disciplinary network serving surveyors as well as scientists. GeoInformatics 7, pp. 32–35. No. Point X(m) Y(m) H(m) No Point X(m) Y(m) H(m) 1 B100 535092,857 239558,816 110,172 27 B126 525265,245 237649,989 126,078 2 B101 534989,618 239193,689 110,428 28 B127 525155,578 237839,643 137,443 3 B102 534833,632 240848,612 114,549 29 B128 522545,892 237682,250 188,938 4 B103 534728,596 241260,543 180,551 30 B129 522210,070 237306,585 136,621 5 B104 532783,259 240270,093 118,848 31 B130 521091,604 236936,361 125,125 6 B105 532701,397 239953,302 118,341 32 B131 519956,317 237423,916 126,149 7 B106 532892,996 239317,411 113,816 33 B132 538008,483 236348,102 112,788 8 B107 533863,761 239274,871 111,035 34 B133 545383,623 274585,399 148,250 9 B108 536489,708 240064,029 109,221 35 B134 545669,213 274699,306 133,552 10 B109 536654,829 240312,335 109,196 36 B135 545636,831 274306,955 137,099 11 B110 536517,760 241834,630 108,937 37 B136 546533,866 275794,335 129,846 12 B111 536389,060 242073,976 127,713 38 B137 545924,759 275531,784 130,902 13 B112 538173,647 241832,106 108,663 39 B138 545682,350 275415,046 133,059 14 B113 538436,408 241985,553 108,646 40 B139 546843,377 274461,382 141,212 15 B114 537870,749 242923,395 112,015 41 B140 547113,467 274588,005 139,291 16 B115 537989,249 243252,963 110,917 42 B141 544776,833 271907,013 174,742 17 B116 539154,044 243514,612 110,225 43 B142 544519,617 271555,625 176,977 18 B117 538960,339 243718,032 108,828 44 B143 547219,289 272683,261 146,137 19 B118 538833,051 244663,228 156,714 45 B144 547278,942 272087,032 158,927 20 B119 538510,806 244585,576 146,592 46 B145 547870,186 272051,890 143,665 21 B120 525537,761 236792,231 119,554 47 B146 548283,011 272099,601 135,454 22 B121 525445,666 237100,887 119,338 48 B147 548964,397 271820,039 140,171 23 B122 524024,290 236183,456 121,168 49 B148 548763,651 271468,469 140,824 24 B123 523710,400 236250,032 120,655 50 B149 525801,504 232792,857 120,553 25 B124 520780,335 237210,765 129,872 51 B153 543826,635 270812,808 182,614 26 B125 519899,714 237080,241 123,599 52 B154 544209,506 271013,462 179,257 Section Cartography and GIS
Cramer M.R., Wells D.E., Vanicek P., Devlin R.L. Specifications for Urban GPS Surveys, ACSM Surveying and Land Information Systems, Vol. 50, No. 4, 1990.
Even-Tzur G. GPS vector configuration design for monitoring deformation networks, Journal of Geodesy Volume 76, Issue 8, November 2002, pp 455-461.
Ineichen D., Beutler G., Hugentobler U.Sensitivity of GPS and GLONASS orbits with respect to resonant geopotential parameters , Journal of Geodesy , October 2003, Volume 77, Issue 7-8, pp. 478-486 .
Kuang D., Bar -Sever Y. E. , BertigerW. I., Hurst K.J., Zumberge J.F. GPS- assisted GLONASS orbit determination , Journal of Geodesy, November 2001, Volume 75, Issue 11, pp. 569-574.
Li B., Shen Y., Feng Y., Gao W, Yang L. GNSS ambiguity resolution with controllable failure rate for long baseline network RTK, Journal of Geodesy, Continuation of Bulletin Géodésique and manuscripta geodaetica, Spr inger-Verlag Berlin Heidelberg, DOI: 10.1007/s00190-013-0670-z, Volume 88, Issue 2, 2014, pp 99-112.
Meng X., Roberts G.W., Dodson A. H., Cosser E., Barnes J., Rizos C., Impact of GPS satellite and pseudolite geometry on structural deformation monitoring: analytical and empirical studies, Journal of Geodesy , Volume 77, June 2004, Issue12, pp . 809- 822.
Militino A. F., Ugarte M. D., Iribas J., Lizarraga-Garcia E. Mapping GPS positional errors using spatial linear mixed models, Journal of Geodesy , Volume 87, Issue 7, July 2013, pp 675-685.
Remondi B.W. Using the Global Positioning System (GPS) phase observable for relative geodesy: modeling, processing, and results. Ph. D. Dissertation, Center for Space Research, Univ. of Texas, Austin, Texas, 1984: 360 p.
Rothacher M., Springer T. A., Schaer S., Beutler G.Processing Strategies for Regional GPS Networks, Advances in Positioning and Reference Frames , International Association of Geodesy Symposia Volume 118, 1998, pp. 93-100.
Snay R.A. Network design stra tegies applicable to GPS surveys using three or four receivers, Bulletin géodésique, Volume 60, Issue 1, 1986, pp 37-50.
Wu J., Hsieh C-H. Statistical modeling for the mitigation of GPS multipath delays from day -to-day range measurements, Journal of Geodesy , Print: ISSN 0949-7714, Volume 84, Issue 4, April 2010, pp. 223-232.
Xing G., Jing L., Novel algorithms for GPS network RTK, Wuhan University Journal of Natural Sciences, Volume 8, Issue 2 June 2003, pp. 596-602.
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