Surface network survey scheme and data processing at High Energy Photon Source

Yan Haoyue; Dong Lan; Wang Tong; Ma Na; Liang Jing; Wang Xiaolong; Men Lingling; Liu Xiaoyang; Lu Shang; Han Yuanying; Yan Luping; Zhang Luyan; Li Bo; Ke Zhiyong; He Zhenqiang

doi:10.11884/HPLPB202335.230117

Volume 35 Issue 11

Oct. 2023

Turn off MathJax

Article Contents

Article Navigation > High Power Laser and Particle Beams > 2023 > 35(11): 114003

Yan Haoyue, Dong Lan, Wang Tong, et al. Surface network survey scheme and data processing at High Energy Photon Source[J]. High Power Laser and Particle Beams, 2023, 35: 114003. doi: 10.11884/HPLPB202335.230117

Citation:

Yan Haoyue, Dong Lan, Wang Tong, et al. Surface network survey scheme and data processing at High Energy Photon Source[J]. High Power Laser and Particle Beams, 2023, 35: 114003. doi: 10.11884/HPLPB202335.230117

Citation:

PDF( 1977 KB)

Surface network survey scheme and data processing at High Energy Photon Source

doi: 10.11884/HPLPB202335.230117

Yan Haoyue^1
,,
Dong Lan^{1, 2
,
,},
Wang Tong^{1, 2},
Ma Na^{1, 2},
Liang Jing^{1, 2},
Wang Xiaolong^{1, 2},
Men Lingling^{1, 2},
Liu Xiaoyang¹,
Lu Shang¹,
Han Yuanying¹,
Yan Luping¹,
Zhang Luyan¹,
Li Bo^{1, 2},
Ke Zhiyong^{1, 2},
He Zhenqiang^{1, 2}

1.
Institute of High Energy Physics, Chinese Academy of Sciences, Beijing 100049, China
2.
Spallation Neutron Source Science Center, Dongguan 523803, China

Received Date: 2023-05-06
Accepted Date: 2023-09-27
Rev Recd Date: 2023-09-24

Available Online: 2023-09-28

Publish Date: 2023-11-11

Abstract

Abstract

With the increasing demand on higher precision control of beams in modern particle accelerators, higher requirements are raised for the design and survey of engineering control network. In this paper, the layout and survey scheme of the first-level surface control network for the engineering survey of High Energy Photon Source (HEPS) are introduced in detail. The permanent points of the surface control network are arranged in the tunnel of the particle accelerator building, and the vertical view hole is aligned with the instrument plumb on the top surface of the online station hall, and the observation condition of plane mutual view is formed, the transmission and contact of plane coordinates are realized. In the elevation direction, the communication between the leveling station and the elevation coordinates is realized by means of horizontal viewing holes and doors and windows. Therefore, the three-dimensional view and observation structure is formed, which is unique in the construction of synchrotron radiation light source in China, and effectively ensures the accurate control of accelerator orbit. The scheme that the plane control network adopts the GNSS control network and the corner network of the total station respectively is proposed. The elevation control network adopts the scheme of indoor tunnel ground and outdoor ground level survey scheme. Before the installation of the accelerator tunnel equipment, two surface control network surveys were carried out. The data processing was adjusted in plane + elevation mode, and the accuracy of the measurement process is verified by comparing different survey schemes, and the reliability is verified by comparing the measurement results of two control networks. The average point position standard deviation is 2 mm, which indicates that the survey results are reliable and meet the requirements of subsequent control network survey and equipment installation collimation. The stability of the point is improved by optimizing the design of permanent point marker structure. As HEPS requires high stability of permanent control points, through optimal design and special construction, the ultra-high fine and stable bedrock spacer pile was successfully built in the narrow tunnel space, forming a stable three-dimensional permanent control point for the storage ring. It provides a benchmark for long-term monitoring of beam orbit stability, and provides a reference for the subsequent construction of synchrotron radiation light source.
- control network,
- GNSS survey,
- leveling net,
- projection deformation,
- control net adjustment

FullText(HTML)

References(17)

References

[1]	郭迎钢, 李宗春, 李广云, 等. 粒子加速器工程控制网研究进展与展望[J]. 测绘通报, 2020(1):136-141 Guo Yinggang, Li Zongchun, Li Guangyun, et al. Progress and prospect of engineering control network for particle accelerator[J]. Bulletin of Surveying and Mapping, 2020(1): 136-141
[2]	于成浩, 殷立新, 杜涵文, 等. 上海光源准直测量方案设计[J]. 强激光与粒子束, 2006, 18(7):1167-1172 Yu Chenghao, Yin Lixin, Du Hanwen, et al. Survey and alignment design of Shanghai synchrotron radiation facility[J]. High Power Laser and Particle Beams, 2006, 18(7): 1167-1172
[3]	王铜, 董岚, 梁静, 等. 中国散裂中子源准直控制网数据处理方法[J]. 强激光与粒子束, 2021, 33:104002 doi: 10.11884/HPLPB202133.210096 Wang Tong, Dong Lan, Liang Jing, et al. Adjustment method of control network for alignment in CSNS[J]. High Power Laser and Particle Beams, 2021, 33: 104002 doi: 10.11884/HPLPB202133.210096
[4]	苏京平. 控制网的稳定性分析[J]. 城市勘测, 2000(4):14-16 Su Jingping. Stability analysis of control network[J]. Urban Geotechnical Investigation & Surveying, 2000(4): 14-16
[5]	马娜, 董岚, 梁静, 等. 基于加速器控制网的GPS绝对测量精度探讨[J]. 北京测绘, 2014(6):23-27,43 doi: 10.3969/j.issn.1007-3000.2014.06.007 Ma Na, Dong Lan, Liang Jing, et al. Discussion on absolute accuracy of measurement based on accelerator control network[J]. Beijing Surveying and Mapping, 2014(6): 23-27,43 doi: 10.3969/j.issn.1007-3000.2014.06.007
[6]	张勤, 李家权. GPS测量原理及应用[M]. 北京: 科学出版社, 2005: 73-85 Zhang Qin, Li Jiaquan. Research on teaching reform for the course of GPS surveying principle and applications[M]. Beijing: Science Press, 2005: 73-85
[7]	马娜, 罗红斌, 梁静, 等. 一种高精度超大仪器高的测量方案设计[J]. 测绘通报, 2017(10):128-132 Ma Na, Luo Hongbin, Liang Jing, et al. A high precision measurement design to obtain super instrument height[J]. Bulletin of Surveying and Mapping, 2017(10): 128-132
[8]	陈继华. 激光跟踪仪和全站仪测量系统在上海光源(SSRF)工程中的应用研究[D]. 郑州: 信息工程大学, 2001 Chen Jihua. Research on application of laser tracker and total station measuring system in Shanghai SSRF project[D]. Zhengzhou: Information Engineering University, 2001
[9]	梁静, 王铜, 罗涛, 等. 一种空间位置测量方法: 106646364B[P]. 2019-01-11 Liang Jing, Wang Tong, Luo Tao, et al. A method of measuring spatial position: 106646364B[P]. 2019-01-11
[10]	魏迎国. 二等水准测量在矿区沉降形变监测中的应用[J]. 中国金属通报, 2022(5):165-167 Wei Yingguo. Application of second-class leveling in monitoring subsidence deformation in mining area[J]. China Metal Bulletin, 2022(5): 165-167
[11]	冯林刚, 张宗海. 关于GPS控制网WGS84平差坐标向地方独立坐标系的转换[J]. 测绘通报, 2005(3):27-29 Feng Lingang, Zhang Zonghai. On transformation of WGS adjusted coordinates of GPS control network into local independent coordinate system[J]. Bulletin of Surveying and Mapping, 2005(3): 27-29
[12]	王铜, 董岚, 罗涛, 等. 中国散裂中子源控制网测量方案及数据处理[J]. 地理空间信息, 2016, 14(11):55-57 Wang Tong, Dong Lan, Luo Tao, et al. Surveying scheme and data processing of the primary control network for China Spallation Neutron Source[J]. Geospatial Information, 2016, 14(11): 55-57
[13]	于亚杰, 赵英志, 张月华. 基于椭球膨胀法实现独立坐标系统的建立[J]. 测绘通报, 2011(12):33-36 Yu Yajie, Zhao Yingzhi, Zhang Yuehua. The establishment of independent coordinate system based on the ellipsoid expansion method[J]. Bulletin of Surveying and Mapping, 2011(12): 33-36
[14]	郭小鹏. GPS网与地面网无约束平差在公路测量中的应用[J]. 测绘技术装备, 2007, 9(2):35-36 Guo Xiaopeng. Application of nonrestraint adjustment of GPS and ground control network in road survey[J]. Geomatics Technology and Equipment, 2007, 9(2): 35-36
[15]	梁静, 董岚, 王铜, 等. 高程拟合变换的平面坐标获取方法研究[J]. 地理空间信息, 2022, 20(2):89-92 Liang Jing, Dong Lan, Wang Tong, et al. Research on the plane coordinate transformation by height fitting method[J]. Geospatial Information, 2022, 20(2): 89-92
[16]	东莞中子科学中心. 激光跟踪仪测量数据处理系统: 2017SR681327[P]. 2017-05-01 Dongguan Neutron Science Center. Laser tracker measurement data processing system: 2017SR681327[P]. 2017-05-01
[17]	叶超, 胡耀文, 江华, 等. 顾及地球曲率和大气折光的全站仪观测距离精密归算[J]. 测绘技术装备, 2022, 24(2):110-113 doi: 10.20006/j.cnki.61-1363/P.2022.02.022 Ye Chao, Hu Yaowen, Jiang Hua, et al. Precision distance reduction for total station with consideration of earth curvature and atmosphere refraction[J]. Geomatics Technology and Equipment, 2022, 24(2): 110-113 doi: 10.20006/j.cnki.61-1363/P.2022.02.022