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1.
方差—协方差分量极大似然估计的通用公式   总被引:6,自引:1,他引:6  
於宗俦 《测绘学报》1994,23(1):6-13
本文由概括平差函数模型出发,按极大似然做估计原则导出了适用于所有平差函数模型的方差分量估计的通用公式,由K.Kubik和C.R.Koch所导出的两个公式都是它的特例。  相似文献   

2.
非线性模型中方差和协方差分量的估计   总被引:5,自引:1,他引:4  
王志忠  朱建军 《测绘学报》2005,34(4):288-293
采用差分代替微分的方法,并将非线性模型的似然函数分解为函数模型生成的似然函数和正交补似然函数(也是边缘似然函数)的乘积,由正交补似然函数得到非线性模型中严格的和简化的方差和协方差分量估计的迭代公式.很多学者提出的线性模型中方差和协方差分量估计的迭代公式都是本文的特殊情况.  相似文献   

3.
针对现有方差-协方差分量估计(variance-covariance component estimation,VCE)理论存在的问题,通过引入间接平差的平差因子概念,定义并研究了基于概括平差模型的概括平差因子、概括闭合差及其方差阵,进而利用二次期望公式提出了基于概括平差因子的VCE新方法。该方法适用于概括平差模型所归纳的4种函数模型形式,并通过概括平差因子揭示了平差函数模型与VCE是否存在解析估计形式的关系。实例计算结果表明,现有迭代型VCE方法改变了LS估计量的统计性质,而VCE新方法解析估计具有LS统计性质,且无需初值。  相似文献   

4.
方差分量估计的通用公式   总被引:1,自引:0,他引:1  
应用最小二乘原理将方差分量估计公式从参数平差模型推广到概括函数平差模型。通过选取恰当的权阵,基于概括函数模型的最小范数二次无偏估计及赫尔默特法得到的公式均是本文的特例。视协方差矩阵为权逆阵,得到了最小方差估计,并证明了该公式与最优二次无偏估计的通用公式等价,从而表明最优二次无偏估计和极大似然估计的通用公式也是本文的特例。除此之外,本文还给出了最小二乘方差分量估计的简化公式,并对其进行了扩展。最小二乘方差分量估计的假设检验理论同样得到了推广。  相似文献   

5.
在测量数据处理时,经典的最小二乘估计方法对数据的粗差敏感度非常高,抗差效果较差.针对这个问题,学界提出了抗差估计的概念.本文对一种广义极大似然估计方法进行了简单介绍,通过一个算例对最小二乘和抗差估计两种方法所得结果进行了比较.结果证明,比较数据在存在粗差时,以广义极大似然估计为代表的抗差技术具有较明显的优势.  相似文献   

6.
本文详细推导了高斯—马尔柯夫模型下的单位权方差的最小方差无偏估计,从而证明了单位权方差的估值(?)_0~2=V~TPV/d_f,不仅具有无偏性而且具有方差最小性,因此,(?)_0~2是σ_0~2的最优二次无偏估计。  相似文献   

7.
本文首先分析了L_p平差的统计意义,证明了当观测误差服从p-范分布时,参数的极大似然估计即为L_p解。同时讨论了L_p的迭代解法及收敛性,给出了用改进的线性规划求L_1、L_∞解的方法。证明了L_p迭代解及L_1、L_∞严密解都是参数的无偏估计,同时构造了与L_p平差P值无关的单位权方差的无偏估计公式,并对L_p平差的效率作了讨论。最后分析了L_p平差与抗差估计的关系,给出了一种基于L_1解的抗差估计方法。  相似文献   

8.
从测量误差的实际情况出发,提出一元非对称P范分布极大似然平差方法,建立该方法的数学模型,得到一元非对称P范分布的密度函数,利用极大似然估计方法推导参数估计值的基础方程.研究表明,结合实际测量数据,通过选择合适的参数估计值,可以增加误差分布模型选取的灵活性,便于P范分布理论在测绘数据处理中的推广应用.  相似文献   

9.
GIS叠置图层方差分量的极大似然估计   总被引:1,自引:0,他引:1  
针对GIS叠置中的同名点,以维希特分布密度为似然函数,提出了各图层方差分量的极大似然估计方法。该方法不依赖残差,不需要迭代就能估计未知参数和方差分量。  相似文献   

10.
针对变量误差模型系数矩阵含有常数项的情况,部分变量误差模型在平差时只提取系数矩阵中的随机元素进行处理,较大程度的减少了参数估计的个数.为了进一步提高部分变量误差模型的参数估计效率,文中根据极大似然估计原理提出了一种部分变量误差模型的极大似然估计算法,并分析和比较了该算法与文献中几种算法的关系,证明算法之间的等价性.最后采用两个算例进行验证,结果表明文中算法能取得与已有算法一致的结果,而且具有迭代格式简单,计算效率高的优点.  相似文献   

11.
In a linear Gauss–Markov model, the parameter estimates from BLUUE (Best Linear Uniformly Unbiased Estimate) are not robust against possible outliers in the observations. Moreover, by giving up the unbiasedness constraint, the mean squared error (MSE) risk may be further reduced, in particular when the problem is ill-posed. In this paper, the α-weighted S-homBLE (Best homogeneously Linear Estimate) is derived via formulas originally used for variance component estimation on the basis of the repro-BIQUUE (reproducing Best Invariant Quadratic Uniformly Unbiased Estimate) principle in a model with stochastic prior information. In the present model, however, such prior information is not included, which allows the comparison of the stochastic approach (α-weighted S-homBLE) with the well-established algebraic approach of Tykhonov–Phillips regularization, also known as R-HAPS (Hybrid APproximation Solution), whenever the inverse of the “substitute matrix” S exists and is chosen as the R matrix that defines the relative impact of the regularizing term on the final result. The delay in publishing this paper is due to a number of unfortunate complications. It was first submitted as a multi-author paper in two parts. Due to some miscommunication among the original authors, it was reassigned to one of the J Geod special issues, but later reassigned at this author’s request to a standard issue of J Geod. This compounded with a difficulty to find willing reviewers to slow the process. We apologize to the author.  相似文献   

12.
污染模型下的最优估计   总被引:4,自引:1,他引:3  
在目前的抗差估计理论研究中,抗差估计的建立与模型误差没有关系,主要是依据抗差准则设计相应的权函数,但权函数的选择带有主观性,因而抗差估计是经验的。本文就合适于测量数据处理的污染误差模型,提出了未知参数向量和方差的最小均方误差的抗差估计,探讨了最小均方误差估计的计算问题。  相似文献   

13.
粗差验后方差的无偏估计与最优稳健估计   总被引:6,自引:0,他引:6  
在正态粗差假设下导出了粗差验后方差的无偏估计,对误差工膨胀模型和误差均值移动模型,两者的无偏估计公式是相同的。这证明了李德仁验后方差的朱建军方差不是无偏的。由于偏方定义的彭方法是正态粗差假设下的最优稳健估计。  相似文献   

14.
In many applications of linear model theory, homogeneous variances are assumed. In practice, however, the variances are frequently heterogeneous. Therefore, to improve the results, the unknown variances have to be estimated. The appropriateness of the estimated variances has then to be checked by a suitable statistical test procedure. Such a procedure is also useful to study models of global positioning system (GPS) carrier-phase observations. While the functional model of GPS carrier-phase observations is widely accepted, the stochastic model is still under development. As well as the neglected correlations of GPS observations, a homogenous variance function is frequently assumed. In Bischoff et al. (J Geod 78:397–404, 2005), we showed by statistical testing that the assumption of constant variances is not appropriate. In this paper, we give a procedure to estimate an individual variance function for a pair of satellites and a procedure to check the appropriateness of the estimated variances. As an example, the approach is applied to double-differenced carrier-phase GPS observations.  相似文献   

15.
导线网方差分量估计的综合研究   总被引:2,自引:0,他引:2  
提出方差分量估计的多余观测分量平均匹配方式;总结出导线网方差分量估计定权的基本规律,并给出其权增量循环算法和特征根法以及将两个实对称矩阵同时对角化的实用方法。  相似文献   

16.
Effects of errors-in-variables on weighted least squares estimation   总被引:2,自引:1,他引:1  
Although total least squares (TLS) is more rigorous than the weighted least squares (LS) method to estimate the parameters in an errors-in-variables (EIV) model, it is computationally much more complicated than the weighted LS method. For some EIV problems, the TLS and weighted LS methods have been shown to produce practically negligible differences in the estimated parameters. To understand under what conditions we can safely use the usual weighted LS method, we systematically investigate the effects of the random errors of the design matrix on weighted LS adjustment. We derive the effects of EIV on the estimated quantities of geodetic interest, in particular, the model parameters, the variance–covariance matrix of the estimated parameters and the variance of unit weight. By simplifying our bias formulae, we can readily show that the corresponding statistical results obtained by Hodges and Moore (Appl Stat 21:185–195, 1972) and Davies and Hutton (Biometrika 62:383–391, 1975) are actually the special cases of our study. The theoretical analysis of bias has shown that the effect of random matrix on adjustment depends on the design matrix itself, the variance–covariance matrix of its elements and the model parameters. Using the derived formulae of bias, we can remove the effect of the random matrix from the weighted LS estimate and accordingly obtain the bias-corrected weighted LS estimate for the EIV model. We derive the bias of the weighted LS estimate of the variance of unit weight. The random errors of the design matrix can significantly affect the weighted LS estimate of the variance of unit weight. The theoretical analysis successfully explains all the anomalously large estimates of the variance of unit weight reported in the geodetic literature. We propose bias-corrected estimates for the variance of unit weight. Finally, we analyze two examples of coordinate transformation and climate change, which have shown that the bias-corrected weighted LS method can perform numerically as well as the weighted TLS method.  相似文献   

17.
Variance Component Estimation in Linear Inverse Ill-posed Models   总被引:2,自引:4,他引:2  
Regularization has been applied by implicitly assuming that the weight matrix of measurements is known. If measurements are assumed to be heteroscedastic with different unknown variance components, all regularization techniques may not be proper to apply, unless techniques of variance component estimation are directly implemented. Although variance component estimation techniques have been proposed to simultaneously estimate the variance components and provide a means of regularization, the regularization parameter is treated as if it were also an extra variance component. In this paper, we assume no prior information on the model parameters and do not treat the regularization parameter as an extra variance component. Instead, we first analyze the biases of estimated variance components due to the regularization parameter and then propose bias-corrected variance component estimators. The results have shown that they work very well. Finally, we propose and investigate through simulations an iterative scheme to simultaneously estimate the variance components and the regularization parameter, in order to eliminate the effect of regularization parameter on variance components and the effect of incorrect prior weights or initial variance components on the regularization parameter.  相似文献   

18.
19.
The weighted total least squares (TLS) method has been developed to deal with observation equations, which are functions of both unknown parameters of interest and other measured data contaminated with random errors. Such an observation model is well known as an errors-in-variables (EIV) model and almost always solved as a nonlinear equality-constrained adjustment problem. We reformulate it as a nonlinear adjustment model without constraints and further extend it to a partial EIV model, in which not all the elements of the design matrix are random. As a result, the total number of unknowns in the normal equations has been significantly reduced. We derive a set of formulae for algorithmic implementation to numerically estimate the unknown model parameters. Since little statistical results about the TLS estimator in the case of finite samples are available, we investigate the statistical consequences of nonlinearity on the nonlinear TLS estimate, including the first order approximation of accuracy, nonlinear confidence region and bias of the nonlinear TLS estimate, and use the bias-corrected residuals to estimate the variance of unit weight.  相似文献   

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