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Cen Minyi①, Qi Guowan②, Liu Chenglong①, Zhuo Jiancheng①Lu Baixiang①, Lin Rongyou②(① Department of Surveying Engineering, Southwest Jiaotong University, Chengdu,610031) (② Guangdong Chang Da Highway Engineering Ltd. Co., Guangzh  
Using difference in height anomaly between neighbouring benchmarks separately located on the left and right banks of a river, a new fitting method is proposed in this paper. The fitting parameters are able to avoid the influence from the discrepancy of vertical datums between two river banks. Through the test of Humen Bridge, the accuracy of calculated vertical datum difference between two banks over 3 km apart can meet the need of the extra long highway bridge vertical control. These researches would be helpful to railroad bridge crossoverriver leveling in coastal plains.
【Fund】: 广东省交通厅1995年度科技项目
【CateGory Index】: P228,P216
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10 HUA Xiang-hong1,2,XU Cheng-quan1,2,FAN Qian1,2(1.School of Geodesy and Geomatics,Wuhan University,Wuhan 430079,China;2.Hazard Monitoring and Prevention Research Center,Wuhan University,Wuhan 430079,China);Study on the new methods of cross-ocean bridge based on elevation leveling[J];测绘工程;2009-02
【Secondary References】
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1 ZHANG Rui;TONG Yujuan;State Key Laboratory of Modern Optical Instrumentation,College of Optical Science and Engineering,Zhejiang University;College of Mechanical Engineering,Quzhou University;;Non-contact bridge vibration monitoring based on video data mining[J];重庆大学学报;2017-09
2 Xu Tiduo;Xiong Jinhai;Ding Chuan;;The Application of Vertical Control Survey and Astronomical GPS Leveling Method in the Hong Kong Zhuhai Macao Bridge[J];铁道勘察;2017-01
3 CHEN Yanzhao;;Bridge Bidirectional Double Variable Slope Height Measurement[J];测绘通报;2016-11
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5 Cheng Dong;Licun Mine, Shanxi Lu'an Mining Industry Corporation Ltd.;;Application research of establishment of regional coordinate system based on ellipsoid transformation[J];煤炭与化工;2016-08
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