PERFORMANCE ANALYSIS OF AMBIGUITY RESOLUTION ON PPP AND RELATIVE POSITIONING TECHNIQUES: CONSIDERATION OF SATELLITE GEOMETRY

IF 3.1 Q2 ENGINEERING, GEOLOGICAL International Journal of Engineering and Geosciences Pub Date : 2020-06-01 DOI:10.26833/ijeg.580027
Sermet Ogutcu
{"title":"PERFORMANCE ANALYSIS OF AMBIGUITY RESOLUTION ON PPP AND RELATIVE POSITIONING TECHNIQUES: CONSIDERATION OF SATELLITE GEOMETRY","authors":"Sermet Ogutcu","doi":"10.26833/ijeg.580027","DOIUrl":null,"url":null,"abstract":"Ambiguity resolution plays an important role in surveying using Precise Point Positioning (PPP) and relative positioning techniques that require high accuracy. In this study, ambiguity resolution performance of PPP and relative positioning under the unobstructed (with 7° cut-off angle) and constrained environment (with 25° cut-off angle, such as nearby buildings and street-canyons) using final/ultra-rapid orbit and clock products are investigated for different observation time. Seventeen globally distributed stations and six baselines of lengths from 270 km to 2100 km are chosen for conducting PPP and relative positioning, respectively. A 31-day period in January 2018 is chosen for processing using 24-, 12-, 6-, 4-, 2- and 1-h observations. The results indicate that sub-mm to cm levels of improvement in horizontal and vertical coordinate components are generally observed with ambiguity resolution for PPP and relative positioning techniques compared to the float counterparts. Moreover, accuracy degradation of ambiguity resolution compared to float solution is observed generally in the vertical component using the 25° elevation cut-off angle for both techniques. As the observation time increases, the accuracy improvements from ambiguity resolution decrease for each technique. In addition, fixing to the wrong integer ambiguities are generally seen with a short observation time and a 25° elevation cut-off angle for both techniques due to the poor satellite geometry. As far as baseline length in relative technique is concerned, the testing results show that there is no direct relation between baseline length and the accuracy improvement from ambiguity resolution compared to the float solution. The results also reveal that the coordinates obtained from ambiguity resolution does not significantly change in the relative technique using final or ultra-rapid orbit/clock products, whereas the changes in PPP are significant for most of the stations.","PeriodicalId":42633,"journal":{"name":"International Journal of Engineering and Geosciences","volume":null,"pages":null},"PeriodicalIF":3.1000,"publicationDate":"2020-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"5","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Engineering and Geosciences","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.26833/ijeg.580027","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 5

Abstract

Ambiguity resolution plays an important role in surveying using Precise Point Positioning (PPP) and relative positioning techniques that require high accuracy. In this study, ambiguity resolution performance of PPP and relative positioning under the unobstructed (with 7° cut-off angle) and constrained environment (with 25° cut-off angle, such as nearby buildings and street-canyons) using final/ultra-rapid orbit and clock products are investigated for different observation time. Seventeen globally distributed stations and six baselines of lengths from 270 km to 2100 km are chosen for conducting PPP and relative positioning, respectively. A 31-day period in January 2018 is chosen for processing using 24-, 12-, 6-, 4-, 2- and 1-h observations. The results indicate that sub-mm to cm levels of improvement in horizontal and vertical coordinate components are generally observed with ambiguity resolution for PPP and relative positioning techniques compared to the float counterparts. Moreover, accuracy degradation of ambiguity resolution compared to float solution is observed generally in the vertical component using the 25° elevation cut-off angle for both techniques. As the observation time increases, the accuracy improvements from ambiguity resolution decrease for each technique. In addition, fixing to the wrong integer ambiguities are generally seen with a short observation time and a 25° elevation cut-off angle for both techniques due to the poor satellite geometry. As far as baseline length in relative technique is concerned, the testing results show that there is no direct relation between baseline length and the accuracy improvement from ambiguity resolution compared to the float solution. The results also reveal that the coordinates obtained from ambiguity resolution does not significantly change in the relative technique using final or ultra-rapid orbit/clock products, whereas the changes in PPP are significant for most of the stations.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
PPP和相对定位技术解模糊性能分析&考虑卫星几何形状
在高精度的精确点定位(PPP)和相对定位技术测量中,模糊度的解决起着至关重要的作用。本文研究了在无遮挡(7°截止角)和受限环境(25°截止角,如附近的建筑物和街谷)下,利用末/超快轨道和时钟产品对不同观测时间下PPP和相对定位的模糊分辨性能。选取全球分布的17个站点和长度为270 ~ 2100 km的6条基线分别进行PPP和相对定位。选择2018年1月的31天周期,使用24小时、12小时、6小时、4小时、2小时和1小时的观测值进行处理。结果表明,与浮子相比,PPP和相对定位技术的水平和垂直坐标分量的改善程度一般在毫米到厘米之间,但分辨率不明确。此外,与浮动解决方案相比,在使用25°仰角截断角的垂直分量中,可以观察到模糊分辨率的精度下降。随着观测时间的增加,每种技术的模糊度分辨率提高的精度降低。此外,由于卫星几何形状差,这两种技术的观测时间短,仰角截止角为25°,因此通常可以看到对错误整数模糊的固定。相对技术的基线长度,测试结果表明,基线长度与模糊度解决的精度提高之间没有直接关系。结果还表明,在使用最终或超高速轨道/时钟产品的相对技术中,由模糊分辨率获得的坐标没有显著变化,而PPP在大多数台站中变化显著。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
CiteScore
4.00
自引率
0.00%
发文量
12
审稿时长
30 weeks
期刊最新文献
Registration of Interferometric DEM by Deep Artificial Neural Networks Using GPS Control Points’ Coordinates as Network Target Comparative Analysis of Non-Invasive Measurement Methods for Optimizing Architectural Documentation A benchmark dataset for deep learning-based airplane detection: HRPlanes Methodology of real-time 3D point cloud mapping with UAV lidar Proliferation of Dichotomy Urban Settlements Plight: Land Governance And Sustainable Built Environment In Tanzania
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1