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An accuracy-improvement method for GPS/INS kinematic levelling for use in linear engineering surveying projects

机译:用于线性工程测量项目的GPS / INS运动学水准测量的精度改进方法

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This paper proposes a high-efficiency and continuous levelling method for linear objects, such as highways and railways, by applying a vehicle-borne GPS/INS kinematic surveying system which integrates the Global Positioning System (GPS) and the Inertial Navigation System (INS). Generally, the raw ellipsoid height directly outputted by GPS/INS needs to be transformed to the local orthometric height. However, because of various systematic errors and random errors, such as the measuring error and the quasi-geoid model error, the accuracy of the orthometric height would rarely meet engineering requirements. To solve this problem, a novel sliding least-squares collocation (SLSC) model based on ground control points was constructed to improve the accuracy of GPS/INS kinematic levelling. Two data sets collected from the Chang Ying highway located in Jilin province, China, were used to validate the proposed method. The experimental results indicate that the proposed method improves the trajectory points' orthometric height accuracy by at least 160%.
机译:通过应用集成了全球定位系统(GPS)和惯性导航系统(INS)的车载GPS / INS运动测量系统,本文提出了一种高效,连续的水平测量方法,用于公路和铁路等线性物体。通常,GPS / INS直接输出的原始椭球高度需要转换为局部正高。但是,由于各种系统误差和随机误差(例如测量误差和准地心模型误差),正高的精度很难满足工程要求。为了解决这个问题,构建了一种基于地面控制点的新型滑动最小二乘配置(SLSC)模型,以提高GPS / INS运动学水准测量的精度。从位于中国吉林省长英高速公路的两个数据集验证了该方法的有效性。实验结果表明,该方法将轨迹点的正高高度精度提高了至少160%。

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