{"title":"Optimization of baseline configuration in a GNSS network (Nile Delta network, Egypt) – A case study","authors":"M. Farhan, M. Gomaa, A. Sedeek","doi":"10.1515/jag-2022-0010","DOIUrl":null,"url":null,"abstract":"Abstract When starting any GNSS measurements, there is a need to establish a survey plan with the required optimal baselines. The optimal GNSS baselines can be chosen by solving the geodetic second-order design (SOD). The particle swarm optimization PSO is used widely to solve geodetic design issues. This work employed the particle swarm optimization (PSO) algorithm, a stochastic global optimization method, to select the optimal GNSS baselines. The optimal baselines satisfy the set criterion matrix at a reasonable cost. The fundamentals of the algorithm are presented. The effectiveness and usefulness of the technique are then demonstrated using a Nile Delta GNSS network as an example. In some cases, we have to observe many GNSS benchmarks with limited instrumentations. PSO represents a powerful tool for optimizing baseline to get the required accuracy with limited capabilities (like limited receivers). The PSO algorithm, a stochastic global optimization approach, was used in this paper to find the best observation weights to measure in the field that will match the predetermined criterion matrix with a fair degree of precision. The method’s fundamentals are presented with an actual geodetic network over the Nile delta in Egypt. In the current work, two survey strategies were applied. One represents a case with 9 GNSS receivers (high capability), and another one represents the tested survey plan with limited GNSS receivers (3 receivers, low capability) after applying PSO. By comparing two survey strategies, applying the PSO algorithm to a real Nile delta geodetic network shows its effectiveness on the obtained coordinate accuracy. This obtained accuracy ranged from 2 mm to 3 mm in X, Y, Z, and 3 mm in height. Also, the linear closure error between known and estimated coordinates improved to be 1.4 cm after applying PSO.","PeriodicalId":45494,"journal":{"name":"Journal of Applied Geodesy","volume":null,"pages":null},"PeriodicalIF":1.2000,"publicationDate":"2022-05-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Applied Geodesy","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1515/jag-2022-0010","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"REMOTE SENSING","Score":null,"Total":0}
引用次数: 0
Abstract
Abstract When starting any GNSS measurements, there is a need to establish a survey plan with the required optimal baselines. The optimal GNSS baselines can be chosen by solving the geodetic second-order design (SOD). The particle swarm optimization PSO is used widely to solve geodetic design issues. This work employed the particle swarm optimization (PSO) algorithm, a stochastic global optimization method, to select the optimal GNSS baselines. The optimal baselines satisfy the set criterion matrix at a reasonable cost. The fundamentals of the algorithm are presented. The effectiveness and usefulness of the technique are then demonstrated using a Nile Delta GNSS network as an example. In some cases, we have to observe many GNSS benchmarks with limited instrumentations. PSO represents a powerful tool for optimizing baseline to get the required accuracy with limited capabilities (like limited receivers). The PSO algorithm, a stochastic global optimization approach, was used in this paper to find the best observation weights to measure in the field that will match the predetermined criterion matrix with a fair degree of precision. The method’s fundamentals are presented with an actual geodetic network over the Nile delta in Egypt. In the current work, two survey strategies were applied. One represents a case with 9 GNSS receivers (high capability), and another one represents the tested survey plan with limited GNSS receivers (3 receivers, low capability) after applying PSO. By comparing two survey strategies, applying the PSO algorithm to a real Nile delta geodetic network shows its effectiveness on the obtained coordinate accuracy. This obtained accuracy ranged from 2 mm to 3 mm in X, Y, Z, and 3 mm in height. Also, the linear closure error between known and estimated coordinates improved to be 1.4 cm after applying PSO.
在开始任何GNSS测量时,都需要建立具有所需最佳基线的测量计划。通过求解大地测量二阶设计(SOD),选择最优GNSS基线。粒子群算法在大地测量设计中得到了广泛的应用。本文采用随机全局优化方法粒子群优化(PSO)算法选择最优GNSS基线。最优基线以合理的代价满足所设置的准则矩阵。介绍了该算法的基本原理。然后以尼罗河三角洲GNSS网络为例演示了该技术的有效性和实用性。在某些情况下,我们必须用有限的仪器观察许多GNSS基准。PSO是一个强大的工具,可以在有限的能力(如有限的接收器)下优化基线以获得所需的精度。本文采用随机全局优化算法——粒子群算法(PSO),寻找与预定准则矩阵匹配精度较高的最佳观测权值。该方法的基本原理与埃及尼罗河三角洲的实际大地测量网相结合。在目前的工作中,采用了两种调查策略。其中一幅代表有9个GNSS接收机(高容量)的情况,另一幅代表应用PSO后的有限GNSS接收机(3个接收机,低容量)的测试测量方案。通过对两种测量策略的比较,将PSO算法应用于实际的尼罗河三角洲大地测量网,验证了该算法对得到的坐标精度的有效性。这获得的精度范围从2毫米到3毫米在X, Y, Z和3毫米的高度。应用粒子群算法后,已知坐标与估计坐标之间的线性闭合误差提高到1.4 cm。