多类数据集增强地籍数据库中随机建模的实现

Q4 Social Sciences International Journal of Geoinformatics Pub Date : 2023-06-10 DOI:10.52939/ijg.v19i5.2657
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引用次数: 0

摘要

随机建模(SM)是最小二乘平差(LSA)的关键组成部分,尤其是在处理大地测量网络的数据时。使用SM生成的投影方差在定义计算参数向量的准确性和调整结果的影响方面起着重要作用。随着位置精度成为主要目标,仍有改进的潜力,因为有多种数据源具有不同的数据质量水平。关于国家数字地籍数据库(NDDB)准确的断言,其开发涉及使用从许多不同的测量类别,特别是第一、第二和第三类别获得的历史数据集。在这项研究中,研究人员评估了是否有可能使用随机建模来保持历史数据的位置正确性,这些数据包括广泛的数据质量类别。为了实现这一点,使用了一种称为最小二乘方差分量估计器(LS-VCE)的方法来生成可靠的方差估计。选择CP93887和CP33758两(2)个认证计划(CP)分别作为第一类和第二类CP的测量。实验表明,LS-VCE估计的方差可以产生现实的调整结果,如通过将方差分配到不同数据类别获得的校正结果的分析所示。根据这些发现,调查表明并最终证明,为了保持位置准确性,每个数据类别都需要单独的方差。总之,至关重要的是,在协调的地籍数据库中纳入一个现实的方差分量,以实现确保未来时期调查数据准确性的目标。
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Implementation of Stochastic Modelling in Enhanced Cadastral Databased for Multi-Classes Datasets
Stochastic Modelling (SM) was a crucial component of least squares adjustment (LSA), particularly when processing data from geodetic networks. The projected variances which generate using SM execute an important part in defining both the accurateness of the computed parameter vectors and the impact of the adjustment outcomes. As positional precision becomes the primary objective, there is still potential for improvement because there are multiple sources of datasets with varying levels of data quality. Concerning the assertion that the National Digital Cadastral Database (NDCDB) is accurate, its development involved the use of historical datasets that were obtained from a number of different measurement classes, specifically the first, second, and third classes. In this study, researchers evaluated whether or not it is possible to employ stochastic modelling to maintain the position correctness of historical data that encompasses a wide range of data quality classes. In order to accomplish this, an approach known as an Least Squares Variance Component Estimator (LS-VCE) was utilised to generate reliable estimates of variances. Two (2) certified plans (CPs) that is CP93887 and CP33758 was selected as measurements for the first and second classes CP, respectively. The experiment showed that the variance that has been estimated by LS-VCE could produce realistic adjustment results, as shown by an analysis of the corrected results obtained by allocating the variance into different data classes. In light of these findings, the investigations showed and demonstrated conclusively that separate variance is necessary for each data classes with the aim of preserving positional accuracy. In conclusion, it is crucial to incorporate a realistic variance component inside a coordinated cadastral database in order to fulfil the objective of ensuring the accurateness of survey data for future time periods.
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International Journal of Geoinformatics
International Journal of Geoinformatics Social Sciences-Geography, Planning and Development
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