首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到18条相似文献,搜索用时 140 毫秒
1.
以可区分度量为准则进行变形监测网的优化设计   总被引:1,自引:0,他引:1  
本文采用变形模型可区分度量的概念进行监测网的优化设计。在算法上采用计算机模拟逐一更新的计算过程,为了克服常规模拟法需要人工干预的缺点,引进了一些规则,利用计算机的判断和推理过程,达到了自动设计的目的,作为示范例子,文中最后还给出了一个模拟监测网的设计结果。  相似文献   

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   

3.
陈超  张献州 《测绘科学》2014,(6):117-120
变形监测网的平差问题实际上是一种带约束条件的函数优化问题。本文从附加带权基准方程的变形监测网平差统一模型入手,探讨了实数编码遗传算法在变形监测网非线性参数平差应用中的有效性问题:针对平差基准的等式约束条件,通过等式变换对平差参数进行降维处理,达到了约束优化问题向无约束优化问题的转变,实现了不同基准条件下变形监测网的非线性遗传算法参数平差。  相似文献   

4.
本文采用变形模型可区分度量的概念进行监测网的优化设计。在算法上采用计算机模拟逐一更新的计算过程。为了克服常规模拟法需要人工干预的缺点,引进了一些规则,利用计算机的判断和推理过程,达到了自动设计的目的。作为示范例子,文中最后还给出了一个模拟监测网的设计结果。  相似文献   

5.
根据单个备选假设的统计检验,详细导出了模型误差的可区分度公式,并论述了可区分度与可发现度及与Forstner法的关系。作为应用,可导出变形模型的可区分度及网的可区分标准,在监测网的设计中应用。  相似文献   

6.
GPS监测网基准点位移及观测粗差的抗差估计方法   总被引:4,自引:0,他引:4  
根据GPS监测网中基准点位移和观测值粗差联合影响的误差方程,提出可以将基准点位移看做是一种特殊的观测值粗差,从而对二者进行联合处理的抗差估计模型。通过模拟计算,该模型较好地解决了基准点位移和观测值粗差对变形分析结果影响的问题。该方法同样适用于常规监测网。  相似文献   

7.
乐亚南  张献州  陈超 《测绘工程》2014,23(10):54-57
遗传算法在处理非线性最小二乘问题上具有其独到的优势。文中通过对遗传算法的理论性研究,对常规遗传算法的选择交叉策略、变异步长及变异率都作了改进。并将改进的遗传算法应用到变形监测网平差中,实现变形监测网在不同基准下的非线性平差计算,并通过实例证明其实用性及优越性。  相似文献   

8.
矿区GPS变形监测与变形分析   总被引:3,自引:3,他引:3  
对矿区DPS变形监测网的建立、实时监测、基线平差、变形分析及分形特征等问题,进行了较系统深入的探讨。经对GPS实时监测变表数据分析可知,地表点的移动具有较强的分形增长规律,GPS变形监测技术能够揭示地表移动的非线性特征,为变形分析与预测提供了新的途径。  相似文献   

9.
介绍了国家同步辐射加速器储存环平面变形观测监测网的优化设计、观测实践、数据处理与变形分析方面的情况,以及本项目中所使用的粗差检测方法。  相似文献   

10.
从形变监测数据处理中常用的动态平差模型出发,推导出了研究形变与粗差可区分性的公式,给出在形变模型统计检验的同时统计检验粗差的方法与步骤,对垂直形变监测网的可区分性作了详细讨论和实例分析,得出几点结论.  相似文献   

11.
According to the testing theory with two alternative hypotheses, the theory of detectability for a deformation monitoring network has been extended to the theory of separability for deformations and gross errors. With this theory it can be evaluated whether deformations and gross errors can be statistically distinguished each other, which is very important for deformation analysis. General formulas are established and the separability between deformations and gross errors for some typical deformation models is investigated. An example of separating gross errors from deformations is given.  相似文献   

12.
监测网的设计阶段,变形体的变形特性不是完全清楚的情况下,须考虑监测网的可区分测度.本文详细讨论了监测网的可区分问题,导出了有关的公式,并以算例加以分析和说明,最后论述了监测网设计的可区分准则.  相似文献   

13.
建立了包括各种静态平差模型和线性动态平差模型的动态平差概括模型,推导了其主要求解公式。对动态平差概括模型下的形变检验和形变与粗差的可区分性检验作了公式推导和理论分析,丰富了形变监测数据处理理论。  相似文献   

14.
Abstract

Digital elevation model (DEM) matching techniques have been extended to DEM deformation detection by substituting a robust estimator for the least squares estimator, in which terrain changes are treated as gross errors. However, all existing methods only emphasise their deformation detecting ability, and neglect another important aspect: only when the gross error can be detected and located, can this system be useful. This paper employs the gross error judgement matrix as a tool to make an in-depth analysis of this problem. The theoretical analyses and experimental results show that observations in the DEM matching algorithm in real applications have the ability to detect and locate gross errors. Therefore, treating the terrain changes as gross errors is theoretically feasible, allowing real DEM deformations to be detected by employing a surface matching technique.  相似文献   

15.
不借助地面控制点的DEM匹配差异探测算法是多时相DEM分析的最新发展方向。现有的算法大多把DEM表面差异作为粗差进行处理,算法性能得到了较大的提高,但忽略了对DEM匹配模型多维粗差的可发现和可定位能力进行分析,而这是DEM差异探测算法的理论基础。本文采用测量误差和可靠性理论中的判断矩阵法,通过理论分析和模拟试验验证了对于实际DEM而言,LZD模型具备多维粗差发现和定位能力。基于LZD模型的DEM差异探测算法能够正确地探测表面变形,这就完善了DEM差异探测研究的理论基础。  相似文献   

16.
为了避免灾情误判和误报,准确探测和剔除滑坡形变监测数据中的粗差已经成为提高监测数据质量亟待解决的问题。已有方法主要针对单一传感器数据独立处理,且过度依赖数据变化本身的突变-平滑关系,难以有效区分粗差和外界因素突变引起的奇异值。介绍了一种知识引导的滑坡监测数据粗差剔除方法,通过粗糙集属性约简筛选具有相关关系的多源滑坡观测数据,并结合多元统计理论挖掘粗差影响因素间的时空约束关系,利用不同类型滑坡监测数据变化间的相关性规律,将多因素影响下的滑坡形变抽象为多模式的组合,根据不同模式自适应选择多因子模型以此引导卡尔曼滤波模型更新,从而实现滑坡形变监测粗差的定位与剔除。实验证明,该方法不仅能够有效甄别因环境变化引起的突变,并且能显著提高滑坡形变监测数据粗差自适应剔除的准确性、可靠性与智能化水平。  相似文献   

17.
Deformation measurements have a repeatable nature. This means that deformation measurements are performed often with the same equipment, methods, geometric conditions and in a similar environment in epochs 1 and 2 (e.g., a fully automated, continuous control measurements). It is, therefore, reasonable to assume that the results of deformation measurements can be distorted by both random errors and by some non-random errors, which are constant in both epochs. In other words, there is a high probability that the difference in the accuracy and precision of measurement of the same geometric element of the network in both epochs has a constant value and sign. The constant errors are understood, but the manifestation of these errors is difficult to determine in practice. For free control networks (the group of potential reference points in absolute control networks or the group of potential stable points in relative networks), the results of deformation measurements are most often processed using robust methods. Classical robust methods do not completely eliminate the effect of constant errors. This paper proposes a new robust alternative method called REDOD. The performed tests showed that if the results of deformation measurements were additionally distorted by constant errors, the REDOD method completely eliminated their effect from deformation analysis results. If the results of deformation measurements are only distorted by random errors, the REDOD method yields very similar deformation analysis results as the classical IWST method. The numerical tests were preceded by a theoretical part. The theoretical part describes the algorithm of classical robust methods. Particular attention was paid to the IWST method. In relation to classical robust methods, the optimization problem of the new REDOD method was formulated and the algorithm for its solution was derived.  相似文献   

18.
Graph Theory Applications to GPS Networks   总被引:1,自引:0,他引:1  
This paper aims at presenting a new perspective of GPS networks, based on principles from graph theory, which are used to describe some connectivity properties of GPS networks. This is possible using a directed, connected graph and an incidence matrix. As the incidence matrix maintains information about the GPS graphy, the fundamental set of independent loops in the GPS network can be read from the incidence matrix. A spanning tree serves as a primary tool in locating the independent loops. According to the loop law the coordinate differences around loops sum up to zero. The measured vectors contain random and gross errors. Hence, if the entire independent loops sums are less than a certain threshold in three components, we can guarantee that there are no gross errors in the observations. The fundamental set of independent loops, based on different spanning trees, is used to detect gross errors in the observations without using adjustment computation. We use a small, simulated network containing gross errors to demonstrate the proposed algorithm. ? 2001 John Wiley & Sons, Inc.  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号