公开DEM辅助无地面控制点国产卫星影像定位方法

在全球测绘的背景下,为实现无地面控制点的卫星摄影测量,提出了利用公开DEM辅助国产卫星影像进行无控定位的方法。为充分利用公开DEM在大范围内具有一致稳定的高精度特性,将其作为基准与从影像中提取的待定位DEM进行表面匹配,匹配时采用引入截尾最小二乘估计的最小高差(LZD)法,并根据对应点高差的分布自适应探测及剔除DEM之间的差异;匹配确定的变换参数用于对直接定位结果进行物方改正。设计了多组针对天绘一号和资源三号国产卫星影像的对比试验,结果表明本方法切实可行,能充分利用基准DEM的优势,具有较好的稳健性;定位精度很大程度上取决于但不限于基准DEM的精度,基本不受其分辨率的影响;当待定位DEM分辨率较高时,单景影像利用SRTM DEM即可得到能较好满足1∶5万比例尺地形图测制要求的无控定位精度。本方法还为卫星影像定位精度的检核提供了一种新的有效手段。     

线性模型下的不完全样本

设有线性模型Y=xβ+ε,这里Y是一个m维随机向量,x是一个已知m×p阵,ε是一个m维随机误差向量,E_ε=0,V_(αγε)=σ~2Im,β和σ~2>0都是未知的。设我们得到子样Y_1,Y_2,…,Y_n,由于某些原因,Y_i(i=1,2,…,n)的某些分量得不到,我们称此为不完全样本。本文得到了所有β的可估线性函数、所有叶估线性函数的LSE以及基于残差的σ~2的无偏估计在完全样本与不完全样本下相同的充要条件。     

增长曲线模型非齐次线性估计的可容许性

本文讨论了增长曲线模型中回归矩阵的函数的估计 ,在矩阵损失下 ,作者得到了非齐次线性估计在非齐次线性估计类中可容许的充要条件。     

误差方差二次型估计模型的转化

研究一般的回归模型中误差方差的二次型估计的容许性，研究方法是模型的整体转化和局部转化，结果有：（１）二次约束下的线性模型等价于相应的无约束的线性模型。（２）线性（齐次或非齐次）等式约束下的线性模型等价于某个无约束的线性模型。（３）单个非齐次不等式约束下的线性模型等价于某个无约束的线性模型。（４）通过例子证明了多个线性不等式约束的线性模型不能等价于某个无约束的线性模型。（５）某类非齐次二次型估计的容许性等价于相应的齐次二次型估计的容许性     

抗差泛岭估计

本文应用现代估差估计理论,提出了一个抗差有偏估计类（抗差泛岭估计类）并且建立了抗差泛岭估计的计算方法。理论分析和模拟计算表明,抗差泛岭估计具有既可克服法矩阵病态性影响又可抵抗粗差干扰的良好性质。     

Spectral Estimation in Space and Time Domain by Nonstationary Minimum Variance Spectral Estimator

A multidimensional version of the nonstationary minimum variance spectral estimator has been developed. The numerical results have shown that this method has more resolution power than the conventional nonstationary spectral estimation methods based on periodograms. The application of the spectral estimation method to an irregularly sampled multidimensional nonstationary rainfall mode is also investigated. The other advantage of this spectral estimation method is that it does not require window selection.     

复测水准网拟稳抗差解算模型

变形监测网平差的主要方法是秩亏平差法或拟稳平差法。本文基于抗差估计原理，首先推导了秩亏平差模型的抗差解式和拟稳抗差解，并推导了普通秩亏抗差解与拟稳抗差解之间的转换关系。使得拟稳抗差估计的解算简便直观。     

Spatial continuity measures for probabilistic and deterministic geostatistics

Geostatistics has traditionally used a probabilistic framework, one in which expected values or ensemble averages are of primary importance. The less familiar deterministic framework views geostatistical problems in terms of spatial integrals. This paper outlines the two frameworks and examines the issue of which spatial continuity measure, the covarianceC (h) or the variogram (h), is appropriate for each framework. AlthoughC (h) and (h) were defined originally in terms of spatial integrals, the convenience of probabilistic notation made the expected value definitions more common. These now classical expected value definitions entail a linear relationship betweenC (h) and (h); the spatial integral definitions do not. In a probabilistic framework, where available sample information is extrapolated to domains other than the one which was sampled, the expected value definitions are appropriate; furthermore, within a probabilistic framework, reasons exist for preferring the variogram to the covariance function. In a deterministic framework, where available sample information is interpolated within the same domain, the spatial integral definitions are appropriate and no reasons are known for preferring the variogram. A case study on a Wiener-Levy process demonstrates differences between the two frameworks and shows that, for most estimation problems, the deterministic viewpoint is more appropriate. Several case studies on real data sets reveal that the sample covariance function reflects the character of spatial continuity better than the sample variogram. From both theoretical and practical considerations, clearly for most geostatistical problems, direct estimation of the covariance is better than the traditional variogram approach.This paper was presented at MGUS 87 Conference, Redwood City, California, 14 April 1987.     

有偏估计与LS估计的比较与选择

从假设检验的角度研究测量平差Gauss-Markov模型中有偏估计与LS估计的选择问题。首先在均方误差准则下对目前应用最广泛的2种有偏估计－－岭估计和主成分估计与LS估计进行了比较研究，得到了岭估计、主成分估计优于LS估计的条件；然后运用统计方法对这些条件的成立进行了假设检验；最后通过数值实验说明，在一定显著性水平下当原假设被接受时，说明没有理由不相信采用有偏估计来代替LS估计的合理性，可认为采用有偏估计将对LS估计做出比较有效的改进，当原假设被拒绝时，说明对采用有偏估计的优越性产生了怀疑，此时建议仍采用LS估计。     

GPS基线非线性解算的精度评定方法

在GPS基线向量非线性平差解算的基础上，分析了单位权中误差估值，平差值的精度估计和基线长度的精度估计，并给出了简明的直接估计公式，为GPS基线向量非线性平差解算的精度评定提供了直接的评定公式。