测绘与空间地理信息
測繪與空間地理信息
측회여공간지리신식
GEOMATICS & SPATIAL INFORMATION TECHNOLOGY
2013年
10期
255-257
,共3页
刘海世%王波%周德馨
劉海世%王波%週德馨
류해세%왕파%주덕형
测角误差%最小二乘拟合%数学模型%定权
測角誤差%最小二乘擬閤%數學模型%定權
측각오차%최소이승의합%수학모형%정권
angle-measuring error%least-squares fitting%mathematical model%weighting
分析了井下导线控制测角误差与对中误差的关系,并根据井下导线控制测角误差的统计信息,采用二次多项式结合最小二乘拟合法确定了测角误差与边长的数学模型。实例计算表明了该方法能合理定权,提高了平差精度。
分析瞭井下導線控製測角誤差與對中誤差的關繫,併根據井下導線控製測角誤差的統計信息,採用二次多項式結閤最小二乘擬閤法確定瞭測角誤差與邊長的數學模型。實例計算錶明瞭該方法能閤理定權,提高瞭平差精度。
분석료정하도선공제측각오차여대중오차적관계,병근거정하도선공제측각오차적통계신식,채용이차다항식결합최소이승의합법학정료측각오차여변장적수학모형。실례계산표명료해방법능합리정권,제고료평차정도。
The paper analyzes the relationship between angle -measuring error and aligning error of underground control network and provides functional relation between angle -measuring error and the length of each traverse by the method of polynomial in order 2 with least-squares fitting based on statistical information of angle -measuring error.Therefore, adjustment mathematical model can be de-termined.Finally, an example further shows that the method above is able to improve the accuracy of adjustment .