仅使用一个GPS接收器的垂直大地测量控制传输:一个案例研究

W. Featherstone, Vie Dent
{"title":"仅使用一个GPS接收器的垂直大地测量控制传输:一个案例研究","authors":"W. Featherstone, Vie Dent","doi":"10.1080/00050356.2002.10558840","DOIUrl":null,"url":null,"abstract":"Normally, the precise transfer of vertical geodetic control by GPS requires two receivers operating simultaneously in carrier-phase mode. This paper describes the transfer of vertical control into areas that have sparse existing geodetic control using only a single GPS receiver. The GPS data were processed using the Australian Surveying and Land Information Group’s (AUSLIG’s) AUSPOS on-line GPS processing facility (www.auslig.gov.aulgeodesylsgc/wwwgps/wwwgps.htm). These GPS-estimated ellipsoidal heights were transformed to the Australian Height Datum (AHD) using AUSGeoid98. In the case study area of Western Australia, a small bias had to be applied to account for the absolute difference between AUSGeoid98 and the AHD before the detailed spirit-levelling traverses, tied to these single-GPS-derived heights, were integrated with a digital elevation model.","PeriodicalId":119818,"journal":{"name":"Australian Surveyor","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2002-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"11","resultStr":"{\"title\":\"Transfer of vertical geodetic control using only one GPS receiver: a case study\",\"authors\":\"W. Featherstone, Vie Dent\",\"doi\":\"10.1080/00050356.2002.10558840\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Normally, the precise transfer of vertical geodetic control by GPS requires two receivers operating simultaneously in carrier-phase mode. This paper describes the transfer of vertical control into areas that have sparse existing geodetic control using only a single GPS receiver. The GPS data were processed using the Australian Surveying and Land Information Group’s (AUSLIG’s) AUSPOS on-line GPS processing facility (www.auslig.gov.aulgeodesylsgc/wwwgps/wwwgps.htm). These GPS-estimated ellipsoidal heights were transformed to the Australian Height Datum (AHD) using AUSGeoid98. In the case study area of Western Australia, a small bias had to be applied to account for the absolute difference between AUSGeoid98 and the AHD before the detailed spirit-levelling traverses, tied to these single-GPS-derived heights, were integrated with a digital elevation model.\",\"PeriodicalId\":119818,\"journal\":{\"name\":\"Australian Surveyor\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2002-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"11\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Australian Surveyor\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/00050356.2002.10558840\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Australian Surveyor","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/00050356.2002.10558840","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 11

摘要

通常情况下,GPS垂直大地控制的精确传递需要两个接收机同时在载波相位模式下工作。本文描述了仅使用单个GPS接收器将垂直控制转移到已有稀疏大地测量控制的区域。GPS数据使用澳大利亚测量和土地信息集团(AUSLIG)的AUSPOS在线GPS处理设施(www.auslig.gov.aulgeodesylsgc/wwwgps/wwwgps.htm)进行处理。利用AUSGeoid98将gps估计的椭球体高度转换为澳大利亚高度基准面(AHD)。在西澳大利亚州的案例研究区域,在与这些单一gps衍生高度相关联的详细精神水准横线与数字高程模型相结合之前,必须应用一个小偏差来解释AUSGeoid98与AHD之间的绝对差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Transfer of vertical geodetic control using only one GPS receiver: a case study
Normally, the precise transfer of vertical geodetic control by GPS requires two receivers operating simultaneously in carrier-phase mode. This paper describes the transfer of vertical control into areas that have sparse existing geodetic control using only a single GPS receiver. The GPS data were processed using the Australian Surveying and Land Information Group’s (AUSLIG’s) AUSPOS on-line GPS processing facility (www.auslig.gov.aulgeodesylsgc/wwwgps/wwwgps.htm). These GPS-estimated ellipsoidal heights were transformed to the Australian Height Datum (AHD) using AUSGeoid98. In the case study area of Western Australia, a small bias had to be applied to account for the absolute difference between AUSGeoid98 and the AHD before the detailed spirit-levelling traverses, tied to these single-GPS-derived heights, were integrated with a digital elevation model.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信