共查询到18条相似文献,搜索用时 156 毫秒
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本文根据变形监测网的特点,讨论了监测网的可靠性问题,与常现大地网不同,得到的外可靠性是变形参数的影响度量,最后,以实例加以讨论分析.结果表明,本文导出的公式适于在监测网的设计和评价中应用。 相似文献
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在监测网设计阶段,不仅要考虑不同变形模型之间的可区分度,而且要研究变形与粗差的可区分度,即双可区分度,以利以后进行变形分析。文中导出了变形与粗差的可区分度,并以双可区分度为准则进行监测网非线性动态优化设计。同时给出了一个非线性直接优化算法,该算法避开了常规的台劳级数线性展开的方法,易于在计算机上实现。 相似文献
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本文主要就分级布设的变形监测网的灵敏度问题进行讨论,并就在实际工作中如何直接、有效地改善监测网的灵敏度提出了有益的建议. 相似文献
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赵少荣 《武汉大学学报(信息科学版)》1991,(2)
本文首先借助于 Gauss-Markov 模型下两个多维备选假设检验的理论,将变形监测网单个备选假设下的灵敏度,在顾及模型误差的情况下,扩展成监测网的可区分性理论,提出了监测网的可区分性和区分可靠性概念;其次,对于监测网在三种典型变形模型(单点移动,错动和均匀应变)下变形与粗差的可区分性进行了讨论,获得了一些有益的结论。 相似文献
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本文根据基准与广义逆的关系及广义逆中的不变量,对监测网中附加参数的估计进行了详细的分析和讨论,得到附加参数估计为不变量,独立于基准,并对有关问题进行了讨论,获得了一些结构,对于监测网的数据处理具有一定的指导作用。 相似文献
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应用GPS取代传统的地表变形监测图,可以提高外业观测的效率,而GPS观测值上三维基线向量,平差结果是地心坐标系的三维坐标,通过多项重复观测数据的动态平差,可获得各监测站的三维移动,三维速率,并可求出加速率,本文研究了三维监测网的分期动态平差方法,平差基准的选择和平差成果的利用。 相似文献
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全球导航卫星系统(GNSS)参考网多用于估计卫星轨道/钟差、监测地表形变和速度场、确定精密地球自转参数等方面。相关数据处理模式包括:双差基线解(DD)和非差精密单点定位(PPP)等。本文首先从GNSS基本观测方程出发,通过选取两组基准参数,导出了上述两模式下的列满秩观测方程,然后分析了它们的不足,例如:相位偏差在DD模式中吸收了钟差,丧失了时不变特性;模糊度在PPP模式中吸收了相位偏差,失去了整数性。基于上述分析,本文提出了一种新的参考网数据处理方案,以充分融合DD和PPP模式的优势。它的关键策略是精选基准参数,以达到消秩亏的目的,具体优点体现在:相位偏差独立可估,若合理约束为时不变参数,可充分减少参数个数,提高网解精度;待估模糊度具备整周特性,经由模糊度固定,可改善网解可靠性。 相似文献
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Erik W. Grafarend 《Journal of Geodesy》1985,59(2):124-138
Summary From a two-dimensional network adjustment it is well understood that the one orientation unknown of a theodolite frame is
estimable, once the orientation datum parameter, e.g., one azimuth, is fixed. In three-dimensional networks the problem of
estimability of three orientation unknowns inherent in a theodolite frame is more complex. Here we prove that not only the
classical horizontal orientation unknown is estimable (up to the datum degrees of freedom), but also astronomical longitude
and astronomical latitude which can be considered as two additional orientation unknowns of the theodolite frame moving with
respect to an earth-fixed equatorial frame of reference. Thus the theodolite instrument can be considered—at least theoretically—a
gradiometer measuring the variation of the directional parameters of the gravity vector from one point to another. Or up to
the datum degrees of freedom astronomical longitude and astronomical latitude can be determined from only theodolite observations
between exclusively terrestrial points. M?nicke (1982), has shown that despite the refraction problem the method works sufficiently
well in practice. 相似文献
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Variance components in errors-in-variables models: estimability,stability and bias analysis 总被引:2,自引:1,他引:1
Although total least squares has been substantially investigated theoretically and widely applied in practical applications, almost nothing has been done to simultaneously address the estimation of parameters and the errors-in-variables (EIV) stochastic model. We prove that the variance components of the EIV stochastic model are not estimable, if the elements of the random coefficient matrix can be classified into two or more groups of data of the same accuracy. This result of inestimability is surprising as it indicates that we have no way of gaining any knowledge on such an EIV stochastic model. We demonstrate that the linear equations for the estimation of variance components could be ill-conditioned, if the variance components are theoretically estimable. Finally, if the variance components are estimable, we derive the biases of their estimates, which could be significantly amplified due to a large condition number. 相似文献
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C. Kotsakis 《Journal of Geodesy》2013,87(7):661-673
The estimated coordinates from a minimum-constrained (MC) network adjustment are generally influenced by two different error sources, that is the data noise from the available measurements and the so-called datum noise due to random errors in the fiducial coordinates that are used for the datum definition with regard to an external reference frame. Although the latter source does not affect the estimable characteristics of a MC solution, it still contributes a datum-related noise to the estimated positions which reflects the uncertainty of the coordinate system itself for the adjusted network. The aim of this paper is to develop a new type of MCs which minimizes both of the aforementioned effects in the final coordinates of an adjusted network. This particular problem has not been treated in the geodetic literature and the solution which is presented herein offers an elegant unification of the classic inner constraints into a more general framework for the datum choice problem of network optimization theory. Furthermore, the findings of our study provide a useful and rigorous tool for frame densification problems by means of an optimal MC adjustment in geodetic networks. 相似文献
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本文依据秩亏GM模型中可估量的条件,提出了参数x部分可估的概念,讨论了补偿系统误差的自由网平差问题中系统误差参数可估的条件。研究了可估量的BLUE以及不可估量的最佳线性最小偏差估计以及x的线性估计之间的关系,从最佳线性最小偏差估计的角度分析了最小二乘最小范数解的性质。对线性约束下的参数估计,讨论了条件可估的BLUE。给出了x可估需满足的边界条件的概念并研究了不同边界条件下参数估值的转换问题。 相似文献
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提出一种利用物联网的无线传感器网络技术辅助遥感解译的环境监测方法。该方法通过集成无线传感器网络技术和卫星遥感技术,充分发挥无线传感器网络获取局部地面信息翔实性和遥感技术大面积获取环境信息方便性的优势互补,为环境监测以及环境保护提供数据决策支持。文章着重探讨了基于Zigbee的无线传感器网络与远距离的GPRS结合实现远程辅助遥感解译的环境监测方法,具有广阔的应用前景。 相似文献
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城市道路网的持续稳定性监测不仅可以避免重大事故带来的人身财产损失,也有利于经济社会的可持续发展。针对道路网长距离、大跨度的实时监测需求,将永久散射体雷达干涉测量(persistent scatterer synthetic aperture radar interferometry,PSInSAR)技术引入城市道路网的形变监测和预警,处理了上海26景时间序列TerraSAR-X卫星数据,对道路网的沉降进行时空分析。空间上,首先阐述道路网整体的沉降格局,然后探讨局部路段的沉降细节及其驱动力;时间上,分析温度变化对路面沉降时间序列变化的影响,并对实验结果进行精度验证。结果表明,上海道路网沉降主要分布在浦东区,与路网密度相关,新区城市化发展建设已成为道路网主要的沉降原因;沥青路面的沉降时间序列与温度变化存在时间相关性,沉降结果与水准数据基本一致。 相似文献