Analysis on deformation of partial control network of particle accelerator

Zhang Xudong; Chen Wenjun; Zhang Xiaodong; Sun Guozhen; Zhang Bin; Wang Shaoming; Yuan Jiandong

doi:10.11884/HPLPB202234.210260

Volume 34 Issue 4

Mar. 2022

Turn off MathJax

Article Contents

Article Navigation > High Power Laser and Particle Beams > 2022 > 34(4): 044001

Zhang Xudong, Chen Wenjun, Zhang Xiaodong, et al. Analysis on deformation of partial control network of particle accelerator[J]. High Power Laser and Particle Beams, 2022, 34: 044001. doi: 10.11884/HPLPB202234.210260

Citation:

Zhang Xudong, Chen Wenjun, Zhang Xiaodong, et al. Analysis on deformation of partial control network of particle accelerator[J]. High Power Laser and Particle Beams, 2022, 34: 044001. doi: 10.11884/HPLPB202234.210260

Citation:

PDF( 862 KB)

Analysis on deformation of partial control network of particle accelerator

doi: 10.11884/HPLPB202234.210260

Institute of Modern Physics, Chinese Academy of Sciences, Lanzhou 730000, China

Received Date: 2021-07-07
Accepted Date: 2021-11-25
Rev Recd Date: 2021-11-25

Available Online: 2021-12-01

Publish Date: 2022-03-19

Abstract

Abstract

The fitting of the local control network is realized based on the method of Taylor expansion, and the chi-square test is used to judge whether there is a deformation point in the local control network. If there are deformation points, find all the deformation points in the local control network in the process of weight selection iteration, repeat the above process until the chi-square test passes. The two-phase observation results of the Harbin Institute of Technology Space Environment Simulation and Research Infrastructure (SESRI) No.2 terminal control network are analyzed. The experiments show that after adding the chi-square test and the weight selection iteration method to the control network fitting, the deformation points in the local control network can be well detected. After finding all the deformation points, more accurate local control network fitting parameters can be obtained.
- deformation analysis,
- control network fitting,
- weight selection iteration,
- chi-square test,
- particle accelerator

FullText(HTML)

References(30)

References

[1]	王岩, 岳建平, 周保兴, 等. 工程控制网点位稳定性分析方法的研究[J]. 测绘通报, 2004(8):12-14. (Wang Yan, Yue Jianping, Zhou Baoxing, et al. Research on the stability analysis method of engineering control network points[J]. Bulletin of Surveying and Mapping, 2004(8): 12-14 doi: 10.3969/j.issn.0494-0911.2004.08.005
[2]	周江文, 欧吉坤. 名次法及拟稳点的选定[J]. 测绘学报, 1987(2):10-16. (Zhou Jiangwen, Ou Jikun. Ranking method and selection of pseudo-stable points[J]. Journal of Surveying and Mapping, 1987(2): 10-16
[3]	周江文, 欧吉坤. 拟稳点的更换——兼论自由网平差若干问题[J]. 测绘学报, 1984(3):3-12. (Zhou Jiangwen, Ou Jikun. Replacement of pseudo-stable points—Also on some problems of free network adjustment[J]. Journal of Surveying and Mapping, 1984(3): 3-12
[4]	张广伟, 李鹏, 宫辉. 城市地铁控制网稳定性分析及应用[J]. 测绘科学, 2008, 33(4):98-99. (Zhang Guangwei, Li Peng, Gong Hui. Stability analysis and application of urban subway control network[J]. Science of Surveying and Mapping, 2008, 33(4): 98-99 doi: 10.3771/j.issn.1009-2307.2008.04.033
[5]	孙丕川, 黄声享, 李冠青. 港珠澳大桥岛隧工程GPS控制点稳定性研究[J]. 测绘通报, 2014(S2):58-59. (Sun Pichuan, Huang Shengxiang, Li Guanqing. Research on GPS control point stability of Hong Kong-Zhuhai-Macao Bridge Island Tunnel Project[J]. Bulletin of Surveying and Mapping, 2014(S2): 58-59
[6]	崔家武, 张兴福, 周波阳, 等. 改进的GNSS/水准点优化选择的逐步剔除法[J]. 武汉大学学报(信息科学版), 2019, 44(10):1505-1510. (Cui Jiawu, Zhang Xingfu, Zhou Boyang, et al. Stepwise elimination method for improved GNSS/leveling point optimization selection[J]. Journal of Wuhan University (Information Science Edition), 2019, 44(10): 1505-1510
[7]	吴迪军, 熊伟, 何婵军. 港珠澳大桥首级控制网四期测量成果比较与分析[J]. 测绘科学, 2013, 38(4):83-85. (Wu Dijun, Xiong Wei, He Chanjun. Comparison and analysis of the fourth-phase survey results of the first-level control network of the Hong Kong-Zhuhai-Macao Bridge[J]. Science of Surveying and Mapping, 2013, 38(4): 83-85
[8]	陈文军. 重离子治疗装置的准直关键技术研究与应用[D]. 兰州: 中国科学院大学(中国科学院近代物理研究所), 2020: 22-24 Chen Wenjun. Research and application of the key technology of heavy ion therapy device alignment[D]. Lanzhou: University of Chinese Academy of Sciences (Institute of Modern Physics, Chinese Academy of Sciences), 2020: 22-24
[9]	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. Research progress and prospects of particle accelerator engineering control network[J]. Bulletin of Surveying and Mapping, 2020(1): 136-141
[10]	Guo Yinggang, Li Zongchun. A sectional control method to decrease the accumulated survey error of tunnel installation control network[J]. American Journal of Modern Physics, 2021, 10(1): 7.
[11]	李方, 邹进贵, 王铜, 等. 粒子直线加速器精密三维控制网研究[J]. 地理空间信息, 2018, 16(2):87-89,110. (Li Fang, Zou Jingui, Wang Tong, et al. Research on precision three-dimensional control network of particle linear accelerator[J]. Geospatial Information, 2018, 16(2): 87-89,110 doi: 10.3969/j.issn.1672-4623.2018.02.029
[12]	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. (Ma Na, Dong Lan, Liang Jing, et al. Discussion on GPS absolute measurement accuracy 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
[13]	郭迎钢, 李宗春, 刘忠贺, 等. 加速器隧道控制网变形可监测性及稳定性分析[J]. 原子能科学技术, 2019, 53(9):1634-1642. (Guo Yinggang, Li Zongchun, Liu Zhonghe, et al. Deformation monitoring and stability analysis of accelerator tunnel control network[J]. Atomic Energy Science and Technology, 2019, 53(9): 1634-1642 doi: 10.7538/yzk.2019.youxian.0216
[14]	Chen Y Q, Chrzanowski A, Secord J M. A strategy for the analysis of the stability of reference points in deformation surveys[J]. CISM Journal ACSGC, 1990, 44(2): 141-149. doi: 10.1139/geomat-1990-0016
[15]	Nowel K, Kaminski W. Robust estimation of deformation from observation differences for free control networks[J]. Journal of Geodesy, 2014, 88(8): 749-764.
[16]	Wilkins R, Bastin G, Chrzanowski A. ALERT: A fully automated real time monitoring system[C]//Proceedings of the 11th FIG Symposium on Deformation Measurements. 2003.
[17]	Bocean V, Coppola G, Ford R, et al. Status report on the survey and alignment activities at Fermilab[C]//Proceedings of the 9th International Workshop on Accelerator Alignment. 2006.
[18]	Nowel K. Squared M split(q) S-transformation of control network deformations[J]. Journal of Geodesy, 2019, 93(7): 1025-1044. doi: 10.1007/s00190-018-1221-4
[19]	Nowel K. Specification of deformation congruence models using combinatorial iterative DIA testing procedure[J]. Journal of Geodesy, 2020, 94(12): 1-23.
[20]	武汉大学测绘学院测量平差学科组编著. 误差理论与测量平差基础[M]. 武汉: 武汉大学出版社, 2003: 173-176 Edited by the Surveying Adjustment Discipline Group, School of Surveying and Mapping, Wuhan University. Error theory and the foundation of surveying adjustment[M]. Wuhan: Wuhan University Press, 2003: 173-176
[21]	曾文宪, 陶本藻. 三维坐标转换的非线性模型[J]. 武汉大学学报(信息科学版), 2003(5):566-568. (Zeng Wenxian, Tao Benzao. Non-linear model of three-dimensional coordinate transformation[J]. Journal of Wuhan University (Information Science Edition), 2003(5): 566-568
[22]	陈义, 沈云中, 刘大杰. 适用于大旋转角的三维基准转换的一种简便模型[J]. 武汉大学学报(信息科学版), 2004, 29(12):1101-1105. (Chen Yi, Shen Yunzhong, Liu Dajie. A simple model of three-dimensional datum conversion with large rotation angle[J]. Journal of Wuhan University (Information Science Edition), 2004, 29(12): 1101-1105
[23]	姚吉利, 韩保民, 杨元喜. 罗德里格矩阵在三维坐标转换严密解算中的应用[J]. 武汉大学学报(信息科学版), 2006, 31(12):1094-1096,1119. (Yao Jili, Han Baomin, Yang Yuanxi. The application of Rodriguez matrix in the rigorous calculation of three-dimensional coordinate transformation[J]. Journal of Wuhan University (Information Science Edition), 2006, 31(12): 1094-1096,1119
[24]	陆珏, 陈义, 郑波. 总体最小二乘方法在三维坐标转换中的应用[J]. 大地测量与地球动力学, 2008(5):77-81. (Lu Jue, Chen Yi, Zheng Bo. The application of total least square method in three-dimensional coordinate transformation[J]. Journal of Geodesy and Geodynamics, 2008(5): 77-81
[25]	姚宜斌, 黄承猛, 李程春, 等. 一种适用于大角度的三维坐标转换参数求解算法[J]. 武汉大学学报(信息科学版), 2012, 37(3):253-256. (Yao Yibin, Huang Chengmeng, Li Chengchun, et al. A three-dimensional coordinate conversion parameter solving algorithm suitable for large angles[J]. Journal of Wuhan University (Information Science Edition), 2012, 37(3): 253-256
[26]	陈义, 陆珏. 以三维坐标转换为例解算稳健总体最小二乘方法[J]. 测绘学报, 2012, 41(5):715-722. (Chen Yi, Lu Jue. Taking three-dimensional coordinate transformation as an example to solve the robust total least squares method[J]. Journal of Surveying and Mapping, 2012, 41(5): 715-722
[27]	方兴, 曾文宪, 刘经南, 等. 三维坐标转换的通用整体最小二乘算法[J]. 测绘学报, 2014, 43(11):1139-1143. (Fang Xing, Zeng Wenxian, Liu Jingnan, et al. General least squares algorithm for three-dimensional coordinate transformation[J]. Journal of Surveying and Mapping, 2014, 43(11): 1139-1143
[28]	李仕东. 工程测量[M]. 北京: 人民交通出版社, 2005: 20-24 Li Shidong. Engineering Surveying[M]. Beijing: People's Communications Press, 2005: 20-24
[29]	Huber P J . Robust statistics[ M] . New York : Wiley , 1981: 10-15.
[30]	周江文. 经典误差理论与抗差估计[J]. 测绘学报, 1989(2):115-120. (Zhou Jiangwen. Classical error theory and robust estimation[J]. Acta Geomatica Survey and Mapping, 1989(2): 115-120 doi: 10.3321/j.issn:1001-1595.1989.02.005