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1)  minimum constrained balancing
最小约束平差
2)  a least square adjustment based on geometrical constr
基于几何约束的最小二乘平差
3)  constraint adjustment
约束平差
1.
In GPS control survey,as if relevant definition parameter of local independent coordination system were unknown,the constraint adjustment couldn′t adjust,and that can do nothing but can apply coordinate translation method to solve the local coordinate of unknown points;in TGO system,the point calibration is used to solve this problem.
在GPS控制测量中,若未知地方独立坐标系的相关定义参数时,便不能进行约束平差而只能用坐标转换的方法来求取未知点的地方坐标,在TGO系统中用点校正来解决问题。
2.
Hereby,this paper introduced three kinds of known points\' reliability check methods,such as regression analysis,actual measurement baseline comparison and constraint adjustment method.
据此,介绍了GPS控制网已知点可靠性检验的几种方法,主要包括:回归分析法,实测基线比较法和约束平差分析法3种。
4)  restrained adjustment
约束平差
1.
A study on the influence of datum points on the precision of restrained adjustment results of GPS engineering networks has been carried out on the basis of examples.
通过实例研究了基准点点位误差对GPS工程网约束平差结果精度的影响规律,提出了一种检验基准点可靠性的简便可行的方法。
5)  bound adjustment
约束平差
1.
Approve- useful index of the datum point of the bount adjustment is proposed An accurate, high - efficiency, reliable approve -useful methods are also discussed, which makes use of the tested variance of the no - bound adjustment and the reliability - analytical matrix, by which once all designing coincidence - point is judged.
针对GPS网约束平差时,高精度观测成果受平差基准影响,导致精度损失这一瓶颈问题,提出了约束平差基准点选择的可用性指标,探讨了一种利用无约束平差验后方差和可靠性分析矩阵,一次性判断全部设计拟重合点的可用性方法。
6)  constrained adjustment
约束平差
1.
This paper mainly introduces the method of constrained adjustment of the horizontal GPS network and the analysis of accuracy.
本文主要论述了GPS网平面约束平差的方法及精度评定。
2.
This paper introduces the processing of GPS data of West Han River Basin planning,including baseline solution,free network adjustment,constrained adjustment in the Guass plane,adjustment in the engineering plane and GPS height fitting.
介绍了西汉水流域规划测量中的GPS数据处理过程,包括基线解算与自由网平差、高斯面的约束平差、工程面上的平差和GPS高程拟合。
补充资料:最小残差法
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性质:一种判断实验点是否为异常点的方法。标准化残差遵从标准正态分布N(0,1)。实验点的标准化残差落在(-2,2)区间以外的概率≤0.05。若某一实验点的标准化残差落在(-2,2)区间以外,称为异常实验点,不参与回归线拟合。

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