High Power Laser and Particle Beams, Volume. 35, Issue 11, 114003(2023)
Surface network survey scheme and data processing at High Energy Photon Source
Figures & Tables(16)
Table 1. Comparison of LGO and TBC adjustment results
View tableView in ArticleTable 1. Comparison of LGO and TBC adjustment results
permanent point ΔX/mm ΔY/mm P01L −0.298 −0.067 P02L −0.169 0.084 P03B 0.043 0.197 P04B 0.093 0.155 P05R −0.033 0.201 P06R −0.247 0.314 P07R 0.009 0.083 P08R −0.053 0.177
Table 2. Comparison between adjustment results and civil engineering coordinates
View tableView in ArticleTable 2. Comparison between adjustment results and civil engineering coordinates
civil construction point ΔX/mm ΔY/mm ΔZ/mm J4SA 1.749 0.452 −4.682 J6SA −1.075 −1.964 −0.766 J7SA 0.915 0.727 −1.412 J8SA −0.174 3.686 −0.513 J12S −1.416 −2.901 −2.653
Table 3. Comparison between known point side length and measured coordinate inverse side length
View tableView in ArticleTable 3. Comparison between known point side length and measured coordinate inverse side length
start and end roll call at baseline edge the first surface network results are reversed/mm distance from civil construction points difference/mm J4SA-J6SA 185 970.723 185 969.791 0.932 J4SA-J7SA 254 358.179 254 357.623 0.555 J4SA-J8SA 305 962.913 305 959.874 3.039 J4SA-J12S 185 167.096 185 171.603 −4.507 J6SA-J7SA 144 086.517 144 083.239 3.278 J6SA-J8SA 268 817.005 268 812.228 4.777 J6SA-J12S 304 370.946 304 371.293 −0.347 J7SA-J8SA 138 588.783 138 588.290 0.493 J7SA-J12S 276 868.125 276 868.467 −0.341 J8SA-J12S 233 472.998 233 468.058 4.940
Table 4. Comparison between the first surface network permanent point survey results and design coordinates
View tableView in ArticleTable 4. Comparison between the first surface network permanent point survey results and design coordinates
permanent point ΔX/mm ΔY/mm ΔZ/mm P01L −4.895 −10.841 −0.421 P02L −7.920 −4.297 −4.076 P03B 5.145 −15.623 −18.978 P04B 9.044 −17.321 2.435 P05R 14.439 −2.691 −7.136 P06R −20.141 −0.894 16.556 P07R −7.083 7.614 3.684 P08R −4.436 −5.313 −5.459
Table 5. Comparison of two surface network results
View tableView in ArticleTable 5. Comparison of two surface network results
point ΔX/mm ΔY/mm ΔZ/mm P01L −0.558 −0.468 0.000 P02L 1.636 −0.118 −1.668 P03B 0.950 0.317 0.198 P04B 0.337 −2.877 −0.251 P05R 4.789 −9.902 1.756 P06R −2.461 1.158 0.291 P07R 2.293 −1.703 −0.134 P08R −2.198 3.691 0.582
Table 6. Reverse calculation distance comparison of two surface network results
View tableView in ArticleTable 6. Reverse calculation distance comparison of two surface network results
test point permanent point two surface network inverse distance difference/mm P05R P01L −10.666 P02L −7.638 P03B 4.074 P04B −8.029 P06R 4.671 P07R −2.496 P08R −12.947
Table 7. Comparison of the results of the second surface network at two stages
View tableView in ArticleTable 7. Comparison of the results of the second surface network at two stages
point ΔX/mm ΔY/mm ΔZ/mm P05R 0.582 −0.668 −0.102 P06R −1.488 0.649 −0.154 P07R 1.076 0.638 0.007 P08R −0.170 −0.619 0.247
Table 8. Comparison of the results of the second surface network and total station survey
View tableView in ArticleTable 8. Comparison of the results of the second surface network and total station survey
point ΔX/mm ΔY/mm ΔX/mm ΔY/mm comparison of the second formal results of surface network and COSA adjustment measured by total station comparison with vector adjustment measured by total station P01L 0.760 −0.463 0.409 −0.686 P02L 0.665 −0.489 0.346 −0.537 P03B −0.196 −0.044 −1.056 0.112 P04B −0.205 −0.072 −0.692 −0.148 P05R 0.015 −0.351 0.008 −0.392 P06R 1.296 0.261 1.171 0.246 P07R 1.154 0.344 1.066 0.382 P08R −0.392 0.623 −0.499 0.571
Table 9. Inverse distance comparison between the range edge of total station and GNSS coordinates
View tableView in ArticleTable 9. Inverse distance comparison between the range edge of total station and GNSS coordinates
survey station reference point GNSS coordinates inverse distance/mm the side length measured by the total station is reduced to the Gaussian plane distance/mm difference/mm P01L P05R 132 650.190 132 650.919 −0.729 P02L 46 803.767 46 803.792 −0.025 P02L P04B 36 611.268 36 612.157 −0.889 P01L 46 803.767 46 803.745 0.022 P03B P06R 315 978.187 315 980.501 −2.314 P04B 150 772.074 150 772.498 −0.424 P04B P02L 36 611.268 36 612.280 −1.012 P05R 111 579.603 111 579.497 0.106 P05R P04B 111 579.603 111 578.474 1.129 P01L 132 650.190 132 650.233 −0.043 P06R P03B 315 978.187 315 977.739 0.448 P07R 300 528.132 300 528.167 −0.035 P07R P08R 300 525.315 300 526.372 −1.057 P06R 300 528.132 300 528.192 −0.060 P08R P07R 300 525.315 300 526.793 −1.478 P05R 300 499.194 300 499.391 −0.197
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Haoyue Yan, Lan Dong, Tong Wang, Na Ma, Jing Liang, Xiaolong Wang, Lingling Men, Xiaoyang Liu, Shang Lu, Yuanying Han, Luping Yan, Luyan Zhang, Bo Li, Zhiyong Ke, Zhenqiang He. Surface network survey scheme and data processing at High Energy Photon Source[J]. High Power Laser and Particle Beams, 2023, 35(11): 114003
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Received: May. 6, 2023
Accepted: Sep. 27, 2023
Published Online: Dec. 26, 2023
The Author Email: Dong Lan (dongl@ihep.ac.cn)
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