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タイトルDevelopment of a new Japanese geoid model: GSIGEO2000
その他のタイトル新しい日本のジオイドモデル:GSIGEO2000の構築
著者(日)中川 弘之; 和田 弘人; 吉川 忠男; 志茂 久男; 安藤 久; 黒石 裕樹; 畑中 雄樹; 重松 宏実; 田中 和之; 福田 洋一
著者(英)Nakagawa, Hiroyuki; Wada, Kojin; Kikkawa, Tadayuki; Shimo, Hisao; Ando, Hisashi; Kuroishi, Yuki; Hatanaka, Yuki; Shigematsu, Hiromi; Tanaka, Kazuyuki; Fukuda, Yoichi
著者所属(日)国土地理院 測地部 測地第1課; 国土地理院; 国土地理院; 国土地理院; 国土地理院; 国土地理院; 国土地理院; 国土地理院; 国土地理院; 京都大学 大学院理学研究科
著者所属(英)Geographical Survey Institute First Geodetic Division, Geodetic Department; Geographical Survey Institute; Geographical Survey Institute; Geographical Survey Institute; Geographical Survey Institute; Geographical Survey Institute; Geographical Survey Institute; Geographical Survey Institute; Geographical Survey Institute; Kyoto University Graduate School of Science
発行日2003-03-31
刊行物名国土地理院報告
Bulletin of the Geographical Survey Institute
開始ページ1
終了ページ10
刊行年月日2003-03-31
言語eng
抄録GSI developed a new Japanese geoid model 'GSIGEO2000' as a surface for converting from GPS-derived ellipsoidal heights to orthometric heights. Least squares collocation was applied to fit JGEOID2000, the latest gravimetric geoid model made from denser land gravity, data obtained by improved calculation method, to 844 bits of geoid undulation data derived from a geoid survey (GPS/Leveling survey) conducted from 1995 to 2000. In order to adapt the geoid undulations to the new Japanese geodetic reference system, that is, the Japanese Geodetic Datum 2000, and new national vertical datum in the orthometric height system, the GPS/Leveling data were re-analyzed in advance, in terms of leveling-derived orthometric heights and GPS-derived ellipsoidal heights with tighter constraints to the permanent GPS array of Japan, GEONET (the GPS Earth Observation Network of the GSI) in ITRF94 (epoch 1997.0) frame. The geoid undulation difference between old and new analyses ranges from -30 to +58 cm with a 12.5-cm SD about the mean of 5.0 cm in geoid undulation. The signal covariance matrices for least squares collocation were determined from the analytical covariance function, which was modeled by fitting an empirical variance function from the data. The estimated error variance of the geoid undulation from the GPS/Leveling was dealt as a smoothing parameter in the process and the value which gave the smoothest result was chosen. The formal error of the least squares collocation is about 4.0 cm, and the geoid undulation discrepancies between GPS/Leveling and GSIGEO2000 range from -35.8cm at the Sata-misaki Peninsula to +23.8 cm at the Nemuro Peninsula.
キーワードgeoid model; GSIGEO2000; GPS; least squares collocation; ellipsoidal height; orthometric height; geodetic reference system; geoid undulation; ジオイドモデル; GSIGEO2000; GPS; 最小自乗配列; 楕円体高; 正標高; 測地基準システム; ジオイド起伏
資料種別Technical Report
ISSN0373-7160
SHI-NOAA0045431001
URIhttps://repository.exst.jaxa.jp/dspace/handle/a-is/34930


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