Installation of geodetic control point at the National Institute of Polar Research

A geodetic control point (named NIPR main-point) was installed in September 1985,on the roof of the Administrative Building of the National Institute of Polar Research. The geodetic coordinates are obtained by measuring distances and angles from the third-order triangulation points Shimo-Itabashi an...

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Main Authors: Akifusa Itabashi, Takeji Kometani, Kazuo Shibuya
Format: Article
Language:English
Published: National Institute of Polar Research 1986-03-01
Series:Antarctic Record
Online Access:https://doi.org/10.15094/00008501
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author Akifusa Itabashi
Takeji Kometani
Kazuo Shibuya
author_facet Akifusa Itabashi
Takeji Kometani
Kazuo Shibuya
author_sort Akifusa Itabashi
collection DOAJ
description A geodetic control point (named NIPR main-point) was installed in September 1985,on the roof of the Administrative Building of the National Institute of Polar Research. The geodetic coordinates are obtained by measuring distances and angles from the third-order triangulation points Shimo-Itabashi and Oji, and the net adjustment method is applied. The height of NIPR main-point is determined from the levelling between the first-order levelling point 017-009 and the bench mark of the Administrative Building, and the height difference measurement between the roof and the bench mark by using a metal measure. The above observations were made according to the standard operating procedure of the Geographical Survey Institute, Ministry of Construction. The obtained coordinates are 35°45′1.801″N for latitude, 139°43′12.763″E for longitude and 43.25m for height above mean sea level. In order to make satellite receiving experiments, supplementary points A and B are also installed on the roof for antenna location.
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spelling doaj.art-45713284bcdc411baf4ffb1a098d19492022-12-21T18:55:50ZengNational Institute of Polar ResearchAntarctic Record0085-72892432-079X1986-03-01301808810.15094/00008501Installation of geodetic control point at the National Institute of Polar ResearchAkifusa Itabashi0Takeji Kometani1Kazuo Shibuya2Geographical Survey InstituteGeographical Survey InstituteNational Institute of Polar Research A geodetic control point (named NIPR main-point) was installed in September 1985,on the roof of the Administrative Building of the National Institute of Polar Research. The geodetic coordinates are obtained by measuring distances and angles from the third-order triangulation points Shimo-Itabashi and Oji, and the net adjustment method is applied. The height of NIPR main-point is determined from the levelling between the first-order levelling point 017-009 and the bench mark of the Administrative Building, and the height difference measurement between the roof and the bench mark by using a metal measure. The above observations were made according to the standard operating procedure of the Geographical Survey Institute, Ministry of Construction. The obtained coordinates are 35°45′1.801″N for latitude, 139°43′12.763″E for longitude and 43.25m for height above mean sea level. In order to make satellite receiving experiments, supplementary points A and B are also installed on the roof for antenna location.https://doi.org/10.15094/00008501
spellingShingle Akifusa Itabashi
Takeji Kometani
Kazuo Shibuya
Installation of geodetic control point at the National Institute of Polar Research
Antarctic Record
title Installation of geodetic control point at the National Institute of Polar Research
title_full Installation of geodetic control point at the National Institute of Polar Research
title_fullStr Installation of geodetic control point at the National Institute of Polar Research
title_full_unstemmed Installation of geodetic control point at the National Institute of Polar Research
title_short Installation of geodetic control point at the National Institute of Polar Research
title_sort installation of geodetic control point at the national institute of polar research
url https://doi.org/10.15094/00008501
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