An engineering ellipsoid construction method of GPS control network for long line engineering
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    Abstract:

    When traditional gauss projection method is used to treat long-span lines in east-west direction, the frequent change belt can solve neither the reference ellipsoid projection to Gauss plane projection length deformation nor the influence of the height to the length of the deformation caused by the domestication. Therefore, some scholars have proposed a new method to establish an ellipsoid of engineering based on the theory of least squares, rotation of space coordinate system and ellipsoid transformation. Based on this theory, the authors verify and analyze the method through the specific examples of high-speed railway GPS control network. The experimental analysis shows that this method can greatly reduce the deformation component of the transverse axial direction after the projection, avoid the phenomenon of Gaussian projection zoning, and effectively reduce the projection distortion caused by elevation. It is especially suitable for long line engineering with long span, and the mathematical model is mature and the calculation process is clear, which can be used for reference in line engineering measurement.

    Reference
    [1] 李祖锋,赵彦华,巨天灵. 限制GPS边长综合投影变形加权尺度比算法[J]. 工程勘察, 2010, 38(7):76-79. LI Zufeng, ZHAO Yanhua, JU Tianling. A weighted scaling-ratio algorithm for reducing the integrated GPS side length projection deformation[J]. Geotechnical Investigation & Surveying, 2010, 38(7):76-79.. (in Chinese)
    [2] 李祖锋. 限制边长投影变形最佳抵偿投影面的确定[J]. 工程勘察,2010, 38(2):75-78. LI Zufeng. Determination of optimal compensation projecting plane for restrictions of the length projection deformation[J]. Geotechnical Investigation & Surveying, 2010, 38(2): 75-78. (in Chinese)
    [3] 梁海文, 史成梅, 李旭强, 等. 削弱道路勘测放线中投影变形的允差分析法[J]. 测绘通报, 2015(2): 84-87. LIANG Haiwen, SHI Chengmei, LI Xuqiang, et al. Analysis of allowable error for weakening projection deformation in road setting-out survey[J]. Bulletin of Surveying and Mapping, 2015(2): 84-87. (in Chinese)
    [4] 李沛鸿, 王富麒, 刘陶胜. 长距离线路工程投影变形值控制方法分析[J]. 江西理工大学学报, 2012, 33(3): 34-37. LI Peihong, WANG Fulin, LIU Taosheng. Analysis of deformation control on long-distance projection[J]. Journal of Jiangxi University of Science and Technology, 2012, 33(3): 34-37. (in Chinese)
    [5] 杨志, 覃辉, 文鸿雁, 等. 基于投影变形大小的投影带和投影面选择[J]. 公路工程, 2016, 41(1): 59-63. YANG Zhi, QIN Hui, WEN Hongyan, et al. The selection of projection zone and plane is based on the size of projection distortion[J]. Highway Engineering, 2016, 41(1): 59-63. (in Chinese)
    [6] 李邱林, 董武钟, 龚秋全. 基于高海拔地区大型光伏电厂GPS控制网投影变形问题的应用研究[J]. 测绘与空间地理信息, 2016, 39(9): 80-82, 85. LI Qiulin, DONG Wuzhong, GONG Qiuquan, et al. The research of GPS control network projection deformation of large-scale photovoltaic power plants in high altitude localities[J]. Geomatics & Spatial Information Technology, 2016, 39(9): 80-82, 85. (in Chinese)
    [7] 尹晖, 李小祥, 甘喆渊. 椭球变换法建立地方独立坐标系的变形研究[J]. 测绘工程,2016, 25(2): 1-5. YIN Hui, LI Xiaoxiang, GAN Zheyuan. Deformation of local independent coordinate established with ellipsoid transform method[J]. Engineering of Surveying and Mapping, 2016, 25(2): 1-5. (in Chinese)
    [8] 焦明连. 矿区GPS控制网投影变形的处理[J]. 矿业工程, 2007, 5(3):72-74. JIAO Minglian. Projection deformation processing for mine GPS control network[J]. Mining Engineering, 2007, 5(2): 72-74. (in Chinese)
    [9] 李祖锋, 高建军, 缪志选, 等. 利用最优抵偿投影面算法限制GPS边长投影变形[J]. 测绘工程, 2010, 19(1): 75-77. LI Zufeng, GAO Jianjun, MIU Zhixuan, et al. Study on the controlling of GPS length projection deformation with the calculation of optimal compensation projecting plane[J]. Engineering of Surveying and Mapping, 2010, 19(1):75-77. (in Chinese)
    [10] 刘杨,周世健,朱煜峰. 相山铀矿田矿区E级GPS控制网投影变形的探讨[J]. 江西科学, 2011, 29(2): 197-199, 215. LIU Yang, ZHOU Shijian, ZHU Yufeng. Discussion on the projection distortion of E-class GPS surveying control network of Xiangshan uranium mine area[J]. Jiangxi Science, 2011, 29(2): 197-199, 215. (in Chinese)
    [11] 冯光东, 王鹏. 高速铁路GPS控制网投影变形处理方法的探讨[J]. 铁道勘察,2011, 37(1): 4-8. FENG Guangdong, WANG Peng. Discussion on projection distortion methods of GPS control network on high speed railway[J]. Railway Investigation and Surveying, 2011, 37(1): 4-8. (in Chinese)
    [12] 余鹏, 郑健. 高速铁路CPⅢ平面控制网长度投影变形处理方法研究[J]. 铁道勘察, 2011, 37(5): 22-24. YU Peng, ZHENG Jian. Research on processing length projective deformations for CPⅢ plane network of high-speed railways[J]. Railway Investigation and Surveying, 2011, 37(5): 22-24. (in Chinese)
    [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 ellipsoid expansion method[J]. Bulletin of Surveying and Mapping, 2011(12): 33-36. (in Chinese)
    [14] 张运华.高速铁路工程投影变形量的控制[J]. 铁道勘测与设计, 2009(5): 1-3. ZHANG Yunhua. Control of projection deformation in high speed railway engineering[J]. Railway Survey and Design, 2009(5): 1-3. (in Chinese)
    [15] 杨柳. 高铁测量中的投影变形处理方法探讨[J]. 北京测绘, 2012(1): 44-46. YANG Liu. Discussion of projection deformation processing methods on high railway survey[J]. Beijing Surveying and Mapping, 2012(1): 44-46. (in Chinese)
    [16] 金立新. 法截面子午线椭球高斯投影理论: 高速铁路坐标系统投影变形控制理论与应用研究[D]. 北京:北京交通大学, 2012. JIN Lixin. Gaussian projection theory based on ellipsoid with normal section as the central meridian:Theory and application of projection deformation in high speed railway coordinates system design[D]. Beijing: Beijing Jiaotong University, 2012. (in Chinese)
    [17] 布金伟, 左小清, 常军, 等. 长线路工程法截面子午线椭球建立方法研究[J]. 工程勘察, 2017, 45(8): 48-55. BU Jinwei, ZUO Xiaoqing, CHANG Jun, et al. Research on the method of establishing normal section meridian ellipsoid for long line engineering[J]. Geotechnical Investigation & Surveying, 2017, 45(8): 48-55. (in Chinese)
    [18] 边少锋, 刘强, 李忠美, 等. 斜轴变形椭球高斯投影方法[J]. 测绘学报, 2015, 44(10): 1071-1077. BIAN Shaofeng, LIU Qiang, LI Zhongmei, et al. An alteration of Gauss projection based on oblique deformed ellipsoid[J]. Acta Geodaetica et Cartographica Sinica, 2015, 44(10): 1071-1077. (in Chinese)
    [19] 金立新, 付宏平. 法截面子午线椭球高斯投影理论[M]. 西安: 西安地图出版社, 2012. JIN Lixin, FU Hongping. Gaussian projection theory based on ellipsoid with normal section as the central meridian[M]. Xi'an: Xi'an Maps Press, 2012. (in Chinese)
    [20] 金立新, 付宏平, 陈向阳. 法截面子午线椭球空间几何理论[M]. 西安: 西安地图出版社, 2013. JIN Lixin, FU Hongping, CHEN Xiangyang. Spatial geometry theory based on ellipsoid with normal section as the central meridian[M]. Xi'an: Xi'an Maps Press, 2013. (in Chinese)
    [21] 金立新, 付宏平. 法截面子午线椭球工程应用研究[M]. 西安: 西安地图出版社, 2017. JIN Lixin, FU Hongping. Engineering application based on ellipsoid with normal section as the central meridian[M]. Xi'an: Xi'an Maps Press, 2017. (in Chinese)
    [22] 孔云祥, 郭际明. 控制测量学: 下册[M]. 第三版. 武汉: 武汉大学出版社, 2006. KONG Yunxiang, GUO Jiming. Control surveying:Volume Ⅱ[M]. 3rd edition. Wuhan: Wuhan University Press, 2006. (in Chinese)
    [23] 边少锋, 李忠美, 李厚朴. 极区非奇异高斯投影复变函数表示[J]. 测绘学报, 2014, 43(4): 348-352. BIAN Shaofeng, LI Zhongmei, LI Houpu. The non-singular formula of Gauss projection in polar regions by complex numbers[J]. Acta Geodaetica et Cartographica Sinica, 2014, 43(4): 348-352. (in Chinese)
    [24] 中国有色金属工业协会. 工程测量规范: GB50026-2007[S]. 北京: 中国计划出版社, 2008. China Nonferrous Metals Industry Association. Code for Engineering Surveying: GB50026-2007[S]. Beijing: People's Republic of China national standard. Beijing: China Planning Press, 2008. (in Chinese)
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布金伟,金立新,左小清,常军,李小龙.长线路工程GPS控制网工程椭球建立方法[J].重庆大学学报,2018,41(4):99~106

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  • Received:June 08,2017
  • Online: May 06,2018
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