摘要
跨海水准测量因岛屿无道路可通行及海风大等因素,传统跨河水准测量方法较难实现。在平坦地区,较容易获取精确的GPS大地高,利用GPS大地高与正常高的关系可分别求取测区一侧的坐标转换参数及桥梁两岸的高程异常变化率。结合传统跨河水准测量大地四边形布网法,分别利用RTK观测和高程异常变化率取平均值间接获取跨海基线的正常高高差,并在跨海桥梁工程项目中得以验证。
Due to the factors such as no road to pass and strong sea breeze,the traditional cross river leveling method is difficult to achieve.In the flat area,it is easy to obtain the precise GPS geodetic height.By using the relationship between GPS geodetic height and normal height,the coordinate conversion parameters on one side of the survey area and the abnormal change rate of elevation on both sides of the bridge can be obtained respectively.Combined with the traditional geodetic quadrilateral network method of river-crossing leveling,the normal height difference of sea-crossing baseline is obtained indirectly by using RTK observation and the average value of elevation abnormal change rate,which is verified in the project of sea-crossing bridge.
作者
廖晓和
Liao Xiaohe(Fujian Communications Planning&Design Institute Co.,Ltd.,Fuzhou 350004,China)
出处
《城市勘测》
2020年第4期156-159,163,共5页
Urban Geotechnical Investigation & Surveying
关键词
大地四边形
RTK
高程异常变化率
跨海水准
大地高
正常高
geodetic quadrangle
RTK
abnormal change rate of elevation
sea-crossing leveling
geodetic height
normal height