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Accuracy Analysis of Absolute Positioning by GNSS

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(1)

Received May 8, 2013/ revised June 26, 2013/ accepted August 13, 2013

Copyright ⵑ 2013 by the Korean Society of Civil Engineers

 ǣŠ––’ǣȀȀ†šǤ†‘‹Ǥ‘”‰ȀͳͲǤͳʹ͸ͷʹȀ•…‡ǤʹͲͳ͵Ǥ͵͵Ǥ͸Ǥʹ͸Ͳͳ ™™™Ǥ•…‡Œ‘—”ƒŽǤ‘”Ǥ”

GNSS⮎#ⴖ㬚#ⷆᢾ㏟Ⳃⴖ#ⷓ㰓ᦂ#㬲⛛

ଲ૳ఢ

Lee, Yong Chang*

Accuracy Analysis of Absolute Positioning by GNSS

ABSTRACT

The main limiting factors of Precise Point Positioning(PPP) accuracy are errors in broadcast satellite orbits, clock errors, and the others, which are receiver-dependent errors(ionospheric, tropospheric refraction, multipath, and tides, etc.). Therefore, to facilitate high precision PPP, precise orbits/clocks corrections, the receiver-dependent errors corrections have to apply to multi frequency GNSS measurements for an ionosphere free combination and integer ambiguity resolution in real-time. Currently, there are many Analysis Centers, which offer the precise corrections stream computed in real-time using the global or regional GNSS tracking network. The goles of this research considered performances of the real-time static PPP with using RTCM corrections from NTRIP casters. For this, the corrections streams of Analysis Centers received via NTRIP does apply to GNSS data of check points individually, as well as jointly, in accordance with various session lengths. After that, have compared the PPP results from the corrections streams with each other, and with Standard Point Positioning(SPP) results.

Key words : PPP, Integer ambiguity, The precise corrections streams, RTCM, NTRIP

Ⅹಾ

ᱶၡ݉ࠦ⊂᭥(PPP)᮹ᱶ⪶ࠥᨱᩢ⨆ᮥᵝ۵ᵝ᫵ᄡᙹ۵᭥ᖒȅࠥಆ᮹ᱶ⪶ࠥ, ᭥ᖒ᜽ĥ᪅₉, š⊂ᯱ⪹Ğᨱ᳦ᗮࡽ᪅₉(ᱥญ⊖ၰݡʑ⊖ḡ ᩑ, multipath, tides ॒) ၰᯕॅŝšಉ⦽༉⪙ᱶᙹ᮹⧕ᕾྙᱽ॒ᯕ݅. ঑௝ᕽᱶၡ݉ࠦ⊂᭥᮹ᱶ⪶ࠥෝ⨆ᔢ᜽┅ʑ᭥⧕ᕽ۵ᩍ్ᵝ❭ᙹ᮹

GNSS š⊂ᯱഭᨱᱶၡ⦽᭥ᖒȅࠥၰ᜽ĥᅕᱶᱶᅕ᪡š⊂ᯱᨱ᳦ᗮࡽᅕᱶᱶᅕෝᱢᬊ⦹ᩍᱥญ⊖ḡᩑၰ༉⪙ᱶᙹෝᝅ᜽e⧕ᕾ⧕᧝⦽

݅. ⩥ᰍ, ḡᩎၰŲᩎᝅ᜽eGNSS š⊂฾ᮝಽᇡ░ᱶၡᅕᱶᱶᅕෝᱽŖ⦹۵ᩍ్⧕ᕾᖝ░aᯩ݅. ᅙᩑǍ۵ḡᩎੱ۵ŲᩎGNSS š⊂฾

᮹⧕ᕾᖝ░ॅಽᇡ░ᔑ⇽ࡽRTCM ᅕᱶᱶᅕෝNTRIPᮝಽᙹᝁ⦹ᩍᝅ᜽eᮝಽáᔍᱱᨱ}ᄥၰ᳑⧊ᱢᬊ⦹Ł⢽ᵡ݉ࠦ⊂᭥(SPP) ၰ݅

áᔪᨕ ᱶၡ݉ࠦ⊂᭥, ༉⪙ᱶᙹ, ᅕᱶᱶᅕ, RTCM, NTRIP

1. ᩑǍ႑Ğၰ༊ᱢ

ᱶၡ݉ࠦ⊂᭥(PPP ; Precise Point Positioning) ᬊᨕ۵Anderle (1976)᮹Doppler ᭥ᖒš⊂ᯱഭ᪡ᱶၡȅࠥಆᮥᔍᬊ⦽Doppler

⊂᭥ᩑǍᨱᕽ⃹ᮭ᯦ࠥࡹᨩ݅. ‘ᱶၡ’ᯕ௡ᱶၡ⦽ᅕᱶᱶᅕෝᔍᬊ⦹ʑভྙᨱᇺᩍᲭ݅. ᯝၹᱢᯙ᭥ᖒᝁ⪙ᱶᅕෝ⪽ᬊ⦹۵⢽ᵡ݉ࠦ⊂᭥

(SPP ; Simple-, Single-, or Standard-Point Positioning)᪡۵ݍญPPP۵ᱶၡ⦽᭥ᖒȅࠥಆᱶᅕ᪡᭥ᖒ᜽ĥ᮹ᅕᱶᱶᅕ, ݡʑ⊖

ၰḡbᄡ࠺ᅕᱶ༉ߙ॒ᮥᱢᬊ⦹ᩍ⊂᭥ᱶ⪶ࠥෝ⨆ᔢ᜽┍ᙹᯩ۵⊂᭥ʑᚁᯕ݅. PPP۵Zumberg et al.(1997)ᨱ᮹⦽ᱶᱢ(Static) PPPᩑǍᨱᕽᯕುᱢᮝಽᱶพࡹᨩŁKouba et al.(2001)ᨱ᮹⧕࠺ᱢ(Kinematic) PPPʑᚁᯕᱽ᜽ࡹᨩ݅. ᱶၡ݉ࠦ⊂᭥ʑᚁᯕၽ⢽ࡽ

ࠑ͟фݓ঍ėÂ܁҃ėॡ

—”˜‡›‹‰ƒ†‡‘Ǧ’ƒ–‹ƒŽ ˆ‘”ƒ–‹‘‰‹‡‡”‹‰

(2)

1997֥Ğᨱ۵š⊂a܆⦽᭥ᖒݡᙹၰ᭥ᖒȅࠥಆ᮹⣩ḩᱽ⦽,

༉⪙ᱶᙹ᮹⧕ᕾ(Ambiguity Resolution)ᮥ᭥⦽ᗭ᫵᜽eྙᱽ

॒ᮝಽݡᇡᇥ2ᵝ❭ᙹᝁʑෝᔍᬊ⦽ᔍ⬥⃹ญᵲᝍ᮹ᱶᱢPPP ʑᚁᯕᨩ݅. ✚⯩, PPP ⧕ᕾᯕa܆⦽ŝ⦺ʑᚁᬊᗭ⥥✙ᭉᨕࠥ

}ၽࡹᨩ۵ߑJPL(Jet Propulsion Laboratory)᮹JIPSY-OASIS Ⳓ(GOAⳒ), Berneݡ⦺Ʊ⃽ྙᩑǍᗭ(AIUB)ᨱᕽ }ၽ⦽Bernese GPS, SIO(Scripps Institution of Oceanography)᮹ GAMIT/

GLOBK ॒ᯕݡ⢽ᱢᯕ݅. ੱ⦽, ⋱ӹ݅NRCan᮹CSRS-PPP, New Brunswick ݡ⦺᮹GAPS, JPL᮹APPS, GMV᮹magicGNSS, SOPAC(Scripps Orbit and Permanent Array Center)᮹SCOUT

॒ŝzᮡ᪉௝ᯙPPP ⧕ᕾᕽእᜅࠥၽ⢽ࡹᨩ۵ߑݡᇡᇥᔍ⬥⃹

ญ ႊ᜾ᨱ ᮹⦽ ᱶᱢ ၰ ࠺ᱢ ⊂᭥ ʑ܆ᮥ ᱽŖ⦽݅.

GPS᪡GLONASS ᭥ᖒ᮹⩥ݡ⪵, GALILEO ၰCOMPASS

᭥ᖒ᮹᧞ḥ, PPP ⧕ᕾ᦭Łญ᷹᮹⨆ᔢ॒ᨱ঑௝ᱩݡ⊂᭥᮹

ᱶ⪶ࠥ⨆ᔢŝšಉ⦽ᩑǍaᩍ్᮲ᬊᇥ᧝ᨱᕽ⪽ၽ⯩ၽ⢽ࡹŁ

ᯩ݅. Zhang et al.(2006)ᮡPPP ʑᚁಽኺ⦹᮹ᮁᗮŝႊ⨆ᮥđᱶ⦹

Ł ɚḡᩑǍᨱᕽPPP ʑᚁ᮹⬉ᬊᖒᮥ᯦᷾⦽ၵᯩ݅. 2007֥ݡ

ᵲၹʭḡࠥ PPP⧕ᕾᮡ ݡᇡᇥ GPS ᭥ᖒอᮝಽ ᙹ⧪ࡹᨩḡอ, GLONASS ᭥ᖒ᮹ᱶၡȅࠥಆŝ᭥ᖒ᜽ĥ᮹ᅕᱶsᯕᕽእᜅࡹ

໕ᕽ GNSS ᭥ᖒॅ᮹ ᳑⧊ᨱ ᮹⦽ PPP ⧕ᕾჶᯕ ᱽ᜽ࡹᨩ݅.

ੱ⦽, Cao(2010)۵Galileo᮹᜽⨹᭥ᖒᯙGIOVE᪡GPS᮹᳑⧊

PPP ⧕ᕾჶᮥၽ⢽⦽ၵᯩ݅. ↽ɝᨱ۵ᱥḡǍGNSS ᔢ᜽š⊂฾

ᮥᬕᩢ⦹۵⧕ᕾᖝ░(AC ; Analysis Center)ᨱᕽᔑ⇽⦽ᅕᱶᱶ ᅕ(correction streams)ෝNTRIP(Networked Transport of RTCM via Internet Protocol)ႊ᜾ᮝಽᱥᘂ⦹ᩍᝅ᜽eᱶၡᱩݡ⊂᭥᮹

ᱶ⪶ࠥ⨆ᔢᮥ᭥⦽ᩑǍ᪡BKG(Bundesamt für Kartographie und Geodäsie)᮹BNC(BKG Ntrip Client, http://igs.bkg.bund.

de/root_ftp//NTRIP/software) ၰRTKLib (http://gpspp.sakura.

ne.jp) ॒ŝzᮡᬕᬊ⥥ಽəఉ᮹⨆ᔢᩑǍa⪽ၽ⯩ḥ⧪ࡹŁ

ᯩ݅. PPP۵ๅᬑᝁᗮ⦹Ł⪽ᬊࠥᨱ঑௝⬉ᮉᱢᯙ⊂᭥ʑᚁᯕӹ, ᱶ⪶ࠥ໕ᨱᕽᱥᘂ❭ᝁ⪙᮹ᝅ᜽e༉⪙ᱶᙹ⧕ᕾྙᱽಽᯙ⧕

⊂ḡ⊂పᙹᵡ᮹᮲ᬊᇥ᧝ᨱ۵⪽ᬊࡹḡ༜⦹Łᯩḡอᯕෝ᭥⦽

ḡᗮᱢᯙᩑǍaḥ⧪ࡹŁᯩ݅. PPP᮹⊂᭥ᱶ⪶ࠥᨱᩢ⨆ᮥᵝ۵

ᵝ᫵ᄡᙹಽ۵᭥ᖒȅࠥಆ᮹ᱶ⪶ࠥ, ᭥ᖒ᜽ĥ᪅₉ၰš⊂ᯱ⪹Ğ ᨱ᳦ᗮࡽ᪅₉ၰᯕॅŝšಉ⦽༉⪙ᱶᙹ᮹⧕ᕾྙᱽ॒ᯕ݅.

঑௝ᕽ, ᝅ᜽eᱩݡ⊂᭥᮹ᱶ⪶ࠥ⨆ᔢᮥ᭥⧕ᕽ۵᳦݅ၰ݅ᙹ᮹

᭥ᖒᝁ⪙᪡š⊂ᯱ⪹Ğᨱ᳦ᗮࡽᩍ్᪅₉᫵ᯙ᮹ᝅ᜽eᔢ┽Ŗ e(SSR ; State Space Representation) ༉ܩ░ยŝ šಉ ᱶၡ

ᅕᱶs᮹ᝅ᜽eᱥᘂᯕ⦥᫵⦹݅. IGS(International GNSS Service) ᨱᕽ۵ᱥᖙĥGNSS ᔢ᜽š⊂฾ᯱഭෝ᳦⧊⧕ᕾ⦹ᩍᱥḡǍෝ

ݡᔢᮝಽᱶၡ᭥ᖒȅࠥಆ, ᭥ᖒ᜽ĥ᮹ᅕᱶs, ᱥญ⊖ᅕᱶ༉ߙ

॒᮹ ⣩ḩ ⨆ᔢŝ ᔑ⇽ ᵝʑ ݉⇶ ॒ ḡᗮᱢᯙ ᕽእᜅෝ ⦹Ł

ᯩ݅. ੱ⦽, ǎaӹݡය₉ᬱ᮹GNSS ᔢ᜽š⊂฾ᮥᬕᩢ⦹Ł

ᯩ۵݅ᙹ᮹⧕ᕾᖝ░ᨱᕽࠥ}ᄥᱢᯙᅕᱶᱶᅕෝ⢽ᵡ☖ᝁȽ᧞

(RTCM)ᮝಽᄡ⪹⦹ᩍNTRIPᮝಽᝅ᜽eᱽŖ⦹Łᯩᨕᝅ᜽e

ᱶၡᱩݡ⊂᭥᮹ᱥ฾ᮡๅᬑၾ݅. ⊂ḡ⊂పᨱᕽ۵ᱥญ⊖ḡᩑ

ᅕᱶ ၰ ༉⪙ᱶᙹ ⧕ᕾᮥ ᭥⧕ ᯝၹᱢᮝಽ 2ᵝ❭ š⊂ ᯱഭᨱ

᮹⦽ᯕᵲ₉ᇥჶ(DD ; Double Differencing)ᮥᱢᬊ⦹Łᯩḡอ, ᙹᝁʑ 1ݡ อᮥ ᔍᬊ⦹۵ PPP᮹ Ğᬑ۵ ₉ᇥჶᮥ ᔍᬊ⧁ ᙹ

ᨧᮝအಽ᭥ᖒ᮹ȅࠥಆၰ᜽ĥᅕᱶᱶᅕ᫙ᨱࠥᱥญ⊖ᝁ⪙ḡᩑ ᮹ᩢ⨆ᮥᅕᱶ⦹໕ᕽ ༉⪙ᱶᙹ᮹⧕ᕾᮥࠥ༉⧁ ᙹᯩࠥಾL3

ᝁ⪙᳑⧊(¥Ð ; ionospheric-free combination)ᮥ᦭Łญ᷹ᨱ₥┾

⦹Łᯩ݅. 1ᵝ❭ᙹᝁʑෝᔍᬊ⧁Ğᬑ۵ᄥࠥ᮹ʑჶᯕ⦥᫵⦽ߑ

ə࠺ᦩᩍ్ᩑǍᯱ(Le, 2004; Chen et al., 2005; Choy et al., 2008)ॅᨱ ᮹⧕ ݅᧲⦽ ⧕ჶᯕ ၽ⢽ࡽၵ ᯩ݅. ੱ⦽ Gaber et al.(2002)ŝTrimble RTX(2011)ᨱᕽ۵᭥ᖒ - ᭥ᖒe݉ᯝ₉ᇥჶ (SD ; Single Difference)ᮥ ⪽ᬊ⦹ᩍPPPෝ᭥⦽༉⪙ᱶᙹ⧕ᕾᮥ

ᙹ⧪⦽ၵᯩ݅. ✚⯩, ༉⪙ᱶᙹ᮹ᝅ᜽e⧕ᕾᮥࠥ༉⦹໑PPP᮹

⊂᭥ᱶ⪶ࠥෝ⨆ᔢ᜽┍ᙹᯩ۵ᔢ┽Ŗeᅕᱶĥᙹෝእ₉ᇥႊᱶ

᜾ŝ ⋝อ ⦥░ยᮝಽ ᔑ⇽⧁ ᙹ ᯩ۵ ႊჶᯕ CNES(Center National d'Etudes Spatiales, France)᮹Laurichesse et al.(2008;

2009; 2010; 2011; 2012), Juan et al.(2012), Collins et al.(2008) ၰ Geng et al.(2008)ᨱ ᮹⧕ ᙹ⧪ࡹᨩ݅.

ᅙᩑǍ᮹༊ᱢᮡᱥḡǍᨱᇥ⡍⦽GNSS ⧕ᕾᖝ░ॅಽᇡ░

ᔑ⇽ࡽᱶၡ݉ࠦ⊂᭥ᬊᅕᱶᱶᅕෝNTRIPෝ☖⧕ᙹᝁ⦹ᩍᝅ᜽

eᮝಽáᔍᱱᨱ}ᄥၰ᳑⧊ᱢᬊ⦹ŁbĞᬑᄥPPP᪡SPP᮹

᭥ᖒᨱ᮹⦽ᝅ᜽eᱶᱢᱶၡᱩݡ⊂᭥᮹ ᱶ⪶ࠥෝŁₑ⦹Łᯱ

⦽݅.

2. ʑᅙᯕುၰᩑǍႊჶ

GNSS ᱥᘂ❭᮹ᝅ᜽e༉⪙ᱶᙹ⧕ᕾᮡᱶၡ⊂᭥ᇥ᧝ᨱᕽๅᬑ

ᵲ᫵⦽ŝᱽᯕ݅. ✚⯩, PPPᨱᕽ۵ᯕᵲ₉ᇥႊᱶ᜾ᮥǍᖒ⧁ᙹ

ᨧᮝအಽᱥญ⊖ᩢ⨆ᮥྕ᜽⧁Ğᬑ௝ࠥ༉⪙ᱶᙹ۵ᝅᙹsᮝಽ

ԉᦥᯩí ࡽ݅. ↽ɝ ॅᨕ, ḡᩎ ੱ۵ Ųᩎ GNSS ᔢ᜽š⊂฾ᮥ

⪽ᬊ⦽᮲ᬊᩑǍᨱᕽእ₉ᇥႊᱶ᜾ᨱ᮹⦽༉⪙ᱶᙹđᱶʑᚁᇥ᧝

᮹݅᧲⦽ၽᱥᯕᯩᨩ݅. ᷪ, ᭥ᖒᝁ⪙᮹⎵ऽၰ᭥ᔢᱶᅕෝ᳑⧊⦹

ᩍʑᔢᅕᱶŝšಉ⦽༉ߙᨧᯕࠥእ₉ᇥႊ᜾(zero-difference)ᨱ ᮹⧕ ༉⪙ᱶᙹ᮹ᝅ᜽eđᱶᯕa܆⦹íࡹᨩ݅. CNES᮹Laurichesse et al.(2008)ᮡእ₉ᇥ༉⪙ᱶᙹ⧕ჶᮥ⪽ᬊ⦽E(Enhanced)-PPP

⊂᭥ʑᚁᮥ}ၽ·ၽᱥ᜽⍽᪅Łᯩ݅. E-PPP᮹⧖ᝍᮡ᭥ᔢᯱഭᨱ

ݡ⦽ᝅᙹၰᱶᙹ2᳦᮹༉⪙ᱶᙹෝᝅ᜽e⃹ญ⦹۵⋝อ⦥░ย ᨱᯩ݅. ⋝อ⦥░ยᮥ☖⧕ḡᩎ฾ੱ۵Ųᩎ฾ᨱݡ⦽᭥ᖒ᜽ĥ

(3)

šಉᱶᅕ᪡᭥ᖒȅࠥಆᮥᔑ⇽⦹ᩍ༉⪙ᱶᙹෝđᱶ⦹Łᝅ᜽e

PPP⊂᭥ෝᙹ⧪⦹íࡽ݅. Eqs. (1)ⴇ(3)ᮡ⊂ḡᬊᙹᝁʑ᮹⎵ऽ ၰ᭥ᔢᨱݡ⦽᮹ᔍÑญႊᱶ᜾(1ݡᙹᝁʑ᪡1ݡ᭥ᖒʑᵡ)ᮥ

Ǎᖒ⦹ᩍ E-PPP᮹ ⧖ᝍᯕುᮥ ᱶญ⦽ äᯕ݅. ᩍʑᕽ, Ňì Ɓ۵

ionosphere free ʑ⦹Ñญ᪡Ųᗮ,ƄÎì ƄÏ۵GPS ᭥ᖒ᮹¥Îì ¥Ï ᝁ⪙ᵝ❭ᙹ,­ì ¢۵ݡඹ⊖ၰᱥญ⊖ḡᩑ,ƂƒƐì ƂƒƑ۵ᙹᝁʑ᜽

ĥၰ᭥ᖒ᜽ĥᅕᱶప, ƀÝƐì ƀÝƑ۵᭥ᖒᝁ⪙(*)ᨱݡ⦽ᙹᝁʑ(Ɛ) ၰ᭥ᖒ(Ƒ)᮹bias, §Îì §Ï۵2aḡᱥᘂ❭᭥ᔢ᮹༉⪙ᱶᙹᯕ݅.

©Îá Ňâ­ â¢âƁÞƂƒƐà ƂƒƑßâƀ©ƐÎà ƀ©ƑÏâ Ļ©Îì

©Ïá Ňâ­ âĹ¢âƁÞƂƒƐà ƂƒƑßâƀ©ƐÏà ƀ©ƑÎâ Ļ©Ï ŁÎÞijÎâ§Îßá Ňâ­ à ¢âƁÞƂƒƐà ƂƒƑßâƀ¥ƐÎà ƀ¥ƑÎâ Ļ¥Îì ŁÏÞijÏâ§Ïßá Ňâ­ à Ĺ¢âƁÞƂƒƐà ƂƒƑßâƀ¥ƐÏà ƀ¥ƑÏâ Ļ¥Ï ĹáÞƄÎîƄÏßÏì ŁÎá ƁîƄÎì ŁÏá ƁîƄÏ

(1)

እ₉ᇥႊ᜾ᨱ᮹⦽༉⪙ᱶᙹ᮹ᱶᙹ⪵ෝ᭥⧕ᕽ۵Eq. (2), Eq.

(3)ŝzᮡࢱaḡ᳦ඹ᮹ᖁ⩶᳑⧊(MWWL ; Melboune-Wübbena Wide Lane Lc ၰNL ; Narrow Lane Ionosphere-free Lc)ႊᱶ᜾

ᮥǍᖒ⧕᧝⦽݅. GNSS ᔢ᜽š⊂฾ᯱഭෝ⪽ᬊ⦹ᩍMWWLႊ

Ionosphere-free ႊᱶ᜾ᨱᕽ§Î ၰ‘ᱶᙹ᭥ᔢ᜽ĥᅕᱶs(integer phase clocks)’ᮥ ĥᔑ⦽ ⬥, ᙹᝁʑ᮹ ᳭⢽ෝ đᱶ⦽݅.

MWWL Lc : ƄÞ¥Ïà ¥Îì ©Îì ©Ïßá à §ƕâ łƐà łƑ (2)

NL Ionosphere-free Lc :

©Ɓá Ňâ ­ â Ɓ

Þ

Ƃƒ©ƐƁà Ƃƒ©ƑƁ

ß

(3)

ᩍʑᕽ, łƐì łƑ۵bbᙹᝁʑrŝ᭥ᖒs᮹Wide Lane bias ᯕ݅.

2009֥ᇡ░CNES/CLS IGS⧕ᕾᖝ░ᨱᕽ۵ᱥᖙĥᨱᇥ⡍⦽

᧞50ᩍ}᮹GNSS ᔢ᜽š⊂ᗭᯱഭෝᔢʑᯕುᨱ঑௝⧕ᕾ⦹Ł

ᝅ᜽e༉⪙ᱶᙹ⧕ᕾ(IAR ; Integer Ambiguity Resolution)ᮥ

᭥⦽ᅕᱶᱶᅕ(§ƕì §Î ၰ‘ᱶᙹ᭥ᔢ᜽ĥᅕᱶs’)ᮥNTRIPෝ

☖⧕ ᱽŖ⦹Ł ᯩ݅. ᔍᬊᯱ۵ CNESᨱᕽ NTRIPᮝಽ ᝅ᜽e

ᕽእᜅ⦹۵ᅕᱶᱶᅕෝ݅᧲⦽⧕ᕾ⚕(ᩩ, BNC, RTKLib ॒)ᨱ

ᱢᬊ⦹ᩍPPPᨱ⪽ᬊ⧁ᙹᯩ݅. BNC ⚕ᮡǎaੱ۵ݡය₉ᬱ᮹

⦽ ⬥ᔑ⇽⦽RTCM⩶᜾᮹OSR(Observation space Representation)

ၰ SSR ᅕᱶs(ქᲝ3)ᮥ ⧕ࠦ, ᄡ⪹ ၰ ༉ܩ░ย⦹໑ }ᄥ ၰ

Kalman Filteringᮝಽ᳑⧊ᱢᬊ⦹ᩍᝅ᜽ePPP ⊂᭥ʑ܆ᮥ

ᙹ⧪⦽݅. ᅙᩑǍᨱᕽ۵⧕ᕾᖝ░ಽᇡ░᮹‘݅᧲⦽ᅕᱶᱶᅕ(ᯕ⦹

“ᅕᱶඹ”௝⧉)’ ၰáᔍᱱ᮹š⊂sᮥNtripෝๅ}ಽBNC ⚕ᨱ ᕽᝅ᜽eᙹᝁ⦹Łᯱഭ⃹ญ⦹ᩡ݅. ᅙᩑǍ᮹ᙹ⧪ႊჶᮝಽ

ᬑᖁ, ǎԕᨱ۵PPPᬊᅕᱶs᮹ᱽŖ⃹aᨧ۵šĥಽᬑญӹ௝ෝ

⡍⧉⦽ᱥḡǍෝݡᔢᮝಽš⊂฾ᮥᬕᩢ⦹໕ᕽGNSS ᭥ᖒ᮹

PPPᬊᅕᱶᱶᅕෝNTRIPෝ☖⧕ᕽእᜅ⦹۵⧕ᕾᖝ░ෝᖁᱶ⦽

⬥, PPP᮹⊂᭥ᱶ⪶ࠥෝá☁⧁ᙹᯩࠥಾǎԕၰǎ᫙ᨱ‘áᔍᬊ

ʑᵡᱱ(ᯕ⦹“áᔍᱱ”ᯕ௝⧉)’ᮥᖁᱱ⦽݅. báᔍᱱᨱݡ⦽ᝅ᜽

eSPP᪡⧕ᕾᖝ░᮹ᅕᱶᱶᅕෝ⪽ᬊ⦽PPPෝᙹ⧪⦽݅. ✚⯩, PPPᨱᕽ۵b⧕ᕾᖝ░ॅಽᇡ░ᱥᘂࡽᅕᱶᱶᅕෝáᔍᱱᨱ}ᄥ

ၰ᳑⧊ᱢᬊ⦽݅. áᔍᱱ᮹Ł᜽ᖒŝෝʑᵡᮝಽ᜽eݡᄥSPPᨱ

᮹⦽᳭⢽ᖒŝ, b⧕ᕾᖝ░ᅕᱶඹ᮹ᱢᬊႊ᜾ᨱ᮹⦽PPP ᳭⢽ᖒ ᖒᨱ ᮹⦽ ᝅ᜽e ᱩݡ⊂᭥᮹ ᱶ⪶ࠥෝ Łₑ⦽݅.

3. š⊂ၰᯱഭ⃹ญ

ǎԕ᮹áᔍᱱᮡᯙ⃽ᔢ᜽š⊂ᗭ(INCH ; ᭥ᖒʑᵡᱱŁ᜽ᖒŝ

X= -3,030,123.316m, Y=4,067,231.024m, Z=3,854,557.431m, ITRF2000, Epoch : 2002-01-01 ᯱᱶ), ǎ᫙۵NTRIPෝ☖⧕

PPPᬊᅕᱶᱶᅕෝᱽŖ⦹۵⧕ᕾᖝ░᮹ݡᇡᇥᯕ⩥ᰍ, ᮁ౞ᨱ

⠙ᵲࡹᨕᬕᬊᵲᯥᮝಽ⥥௲ᜅCNES᮹GRAS(-4581690.7960m, Y=556114.9883m, Z=4389360.8851m, ITRF08, Epoch : 2012-11-17 ᯱᱶ) š⊂ᗭෝᖁᱶ⦹ᩡ݅. ⧕ᕾᖝ░᪡ᅕᱶᱶᅕ۵

ᬑญӹ௝ᨱaᰆɝᱲ⦽ᵲǎWuhan᮹CLK16, ⥥௲ᜅCNES᮹

CLK91 ၰCLK9B, ࠦᯝ᮹IGS03ᮥᖁᱶ⦹ᩡ݅. ⩥ᰍ, CLK16ᮡ

GPS᮹ᅕᱶsอᱽŖ⦹໑CNES᮹CLK9B۵ᝅ᜽e༉⪙ᱶᙹ᮹

⧕ᕾᯕa܆⦽ᅕᱶᱶᅕ(IAR ; Integer Ambiguity Resolution)ෝ

š⊂฾ᨱ۵ᬑญӹ௝ᙹᬱš⊂ᗭa⡍⧉ࡹᨕᯩ݅. áᔍᱱᨱݡ⧕

ᝅ᜽eᮝಽᔑ⇽⦽bĞᬑᄥᱩݡ⊂᭥ᖒŝ᪡Ł᜽ᖒŝe᮹᳭⢽

⠙₉(N, E, U)۵ š⊂ᗭ ᵲᝍ᮹ 3⇶ ႊ⨆ ᳭⢽ĥ(Topocentric Coordinates System)ಽ ĥᔑ⦹ᩡ݅.

Table 1 ၰFig. 1ᮡbbᅙᩑǍᨱᕽᖁᱶ⦽áᔍᱱ2}ᗭ᪡

⧕ᕾᖝ░4}ᗭ᮹ᅕᱶᱶᅕᔪᯙ, ⪽ᬊࡽ᭥ᖒ᮹᳦ඹ, ᅕᱶs᮹

RTCM ີ᜽ḡ ⩶᜾, š⊂฾, ᬕᬊ ⥥ಽəఉ, ǎa(⧕ᕾᖝ░)໦

॒᮹ᱽᬱŝ᭥⊹ᇥ⡍ෝӹ┡ԙ݅. b⧕ᕾᖝ░۵ᱥḡǍ᮹ᔢ᜽š

⊂ᗭෝᖁᄥ⦹ᩍǍᖒ⦽ࠦพᱢᯙGNSS ᔢ᜽š⊂฾ᮥᬕᬊ⦹Ł

ᯩ݅. ✚⯩, ᝅ᜽eš⊂ᵲᔍᬊᯱ⍕⥉░, ⧕ᕾᖝ░ၰáᔍᱱ

ᬕᩢᖝ░e᮹☖ᝁၰ࠺᜽ᱲᗮᯱᙹ᮹ᱽ᧞॒݅᧲⦽ᯙ░⟹ᯕᜅ

(4)

Table 1. Attributes of the four Correction Streams, and the Two Check Points

Mount Point GNSS RTCM MT Network SW Nation

(AC)

INCH GPS

GLO

RTCM 3.0

1004,1005,1007 NGII Trimble GPSNet KOR

(NGII)

GRAS GPS

GLO

RTCM 3.0

(CNES)

CLK16 GPS RTCM 3.0

1059,1060 WUHAN PANDA

BNS

CHN (WUHAN)

CLK91 GPS

GLO

RTCM 3.0

1059,1060,1065,1066 CNES PPP-Wizard

BNS

FRA (CNES)

CLK9B GPS

GLO

RTCM 3.1+IAR

1059,1060,1065,1066 CNES PPP-Wizard

BNS

FRA (CNES)

IGS03 GPS

GLO

RTCM 3.0 1057,1058,1059,1063

IGS Combination

KF-Combination

BNC DEU

Fig. 1. Distribution of Stations Are Chosen as Streams Mount- Point, and Check Points (‘Box’)

Table 2. All Sessions Time Intervals for Data Sampling at INCH, and GRAS (in April 2013)

Streams INCH(Day of Year) GRAS(Day of Year)

CLK16 17(DOY107)20(DOY110) 19(DOY109)20(DOY110)

CLK91 21(DOY111)22(DOY112) 20(DOY110)21(DOY111)

CLK9B 20(DOY110)21(DOY111) 20(DOY110)21(DOY111)

IGS03 16(DOY106)19(DOY109) 19(DOY109)20(DOY110)

CombinedPPP 22(DOY112)24(DOY114) 21(DOY111)

ྙᱽಽ࠺ᯝ⦽᜽eݡ᮹‘࠺ᯝ⦽š⊂᳑Õ’᮹ᖅᱶᨱӽᱱᯕᯩᨩ݅.

঑௝ᕽ, ᅙᩑǍᨱᕽ۵2᜽e᮹š⊂(epoch 1Ⅹ)ᮥ1}ᖙᖹᮝಽ

⦹Łbáᔍᱱᨱݡ⧕⧕ᕾᖝ░᮹ᅕᱶඹᄥಽbb10}ᖙᖹ᮹

š⊂ၰᅕᱶᱶᅕෝᱢᬊ⦹ḡᦫ۵5}ᖙᖹ᮹SPPෝᙹ⧪⦽⬥,

᳭⢽⠙₉ෝ ☖ĥ ⃹ญ⦹ᩍ ⊂᭥ᱶ⪶ࠥ እƱᨱ ⪽ᬊ⦹ᩡ݅.

Table 2۵SPP ၰ⧕ᕾᖝ░᮹ᅕᱶඹෝáᔍᱱᨱ}ᄥᱢᬊ

ၰ ᳑⧊ ᱢᬊ⦽ PPP ᬊ š⊂᜽eݡෝ ᱶญ⦽ äᯕ݅.

4. እƱᇥᕾ

báᔍᱱ(INCH, GRAS)ᄥಽSPP 5}ᖙᖹŝ4᳦(CLK16, CLK91, CLK9B, IGS03)᮹}ᄥᅕᱶᱶᅕၰᅕᱶᱶᅕ᮹᳑⧊

(CLK16+CLK9B+IGS03)ᨱ᮹⦽PPP 50}ᖙᖹ, ⅾ55}ᖙᖹ ᮹ᱩݡ⊂᭥᳭⢽᪡Ł᜽᳭⢽e᮹᳭⢽ᖒᇥ⠙₉ෝEpoch 1Ⅹษ݅

⦹ᩡ݅. ✚⯩, ᖙᖹᄥ᜽eᨱ঑ෙ᳭⢽ᖒᇥ᮹⠙₉Ğ⨆ᮥŁₑ⦹

ʑ᭥⧕bᖙᖹᮥ7}᮹᜽eݡ(2᜽e×1Ǎe, 10ᇥ×3Ǎe, 30ᇥ

×3Ǎe)ಽǍᇥ⦹Ł᜽eݡᄥ᳭⢽ᖒᇥ᮹⠙₉⠪Ɂŝᝅ᜽e

⊂᭥ᨱ⪽ᬊࡽGNSS ᭥ᖒݡᙹ(Ns)᮹ᄡ࠺ᮥࠥ᜽⦹Łᝅ᜽e

᳭⢽⠙₉᮹ Ğ⨆ŝ ᱩݡ⊂᭥᮹ ᱶ⪶ࠥෝ Łₑ⦹ᩡ݅.

4.1 INCH Ցॷ୥ଭୣ۩౸଍

Fig. 2۵ᯙ⃽š⊂ᗭ(INCH)᮹SPP 5}ᖙᖹᨱݡ⦽᜽eݡᄥ

᳭⢽⠙₉(N, E, U)᮹⠪Ɂŝš⊂ᨱ⪽ᬊ⦽⠪Ɂ᭥ᖒݡᙹ᮹ᄡ࠺

(5)

Fig. 2. Positioning Errors of Single Point Positioning Solution, and Number of Satellites at INCH

Fig. 3. Real-Time Position Errors with IGS03, and Number of Satellites at INCH

Fig. 4. Real-Time Position Errors with CLK16, and Number of Satellites at INCH

Fig. 5. Real-Time Position Errors with CLK91, and Number of Satellites at INCH

Fig. 6. Real-Time Position Errors with CLK9B, and Number of Satellites at INCH

ᮥࠥ᜽⦽äᯕ݅. əฝᨱᕽaಽ⇶‘2᜽e’ ⧎ᮡ}ᄥ2᜽eš⊂ᨱ

ݡ⦽5}ᖙᖹ᮹⠪Ɂ, ‘1ⴇ10’ᨱᕽ‘20ⴇ30’ʭḡ۵10ᇥeĊ,

‘30ⴇ60’ᨱᕽ‘90ⴇ120’ʭḡ۵bb30ᇥeĊᮝಽ᜽eݡᄥ⠪

Ɂᇥ⡍ෝӹ┡ԙ݅. ᜽eᯕĞŝࢉᨱ঑௝⠙₉aqᗭ⦹۵Ğ⨆ᮥ

ᅕᩡŁb᜽eݡ᮹5}ᖙᖹš⊂࠺ᦩ, ⠪Ɂ᭥ᖒᙹ۵14.5ݡ,

᳭⢽⠙₉᮹⠪ɁᮡbbN=0.849m, E=1.431m ၰU=1.135mಽ SPPᨱ ᮹⦽ ᳭⢽᮹ ᳦⧊⠙₉(öć§ÏâžÏâ®Ï)۵ 2.014mಽ ӹ┡ԍ݅. Fig. 3ⴇFig. 6ᮡ4᳦᮹ᅕᱶඹ(IGS03, CLK16, CLK91, CLK9B)ෝ⪽ᬊ⦹ᩍbb10}ᖙᖹ᮹PPPෝᙹ⧪⦹ŁSPP᪡

࠺ᯝ⦽ႊ᜾ᮝಽᇥᕾ⦹ᩡ݅. 4᳦᮹ᅕᱶඹෝᱢᬊ⦽ᯙ⃽š⊂ᗭ᮹

᳭⢽⠙₉۵᜽eĞŝᨱ঑௝Ŗ☖ᱢᮝಽqᗭ⦹۵Ğ⨆ᮥᅕᩡ݅.

Fig. 3ᨱᕽIGS03ᮡ⠪Ɂ᭥ᖒᙹa14.3ݡ, ᳭⢽⠙₉᮹⠪Ɂᮡ

bbN=0.617m, E=0.601m ၰU=0.954mಽ᳭⢽᮹᳦⧊⠙₉۵

1.285mಽӹ┡ԍ݅. CLK16ᮡGPS᭥ᖒอᅕᱶᱶᅕෝᱽŖ⦹အ ಽFig. 4᪡zᯕ⠪Ɂ᭥ᖒᙹ۵8.0ݡ, ᳭⢽⠙₉᮹⠪Ɂᮡbb

N=0.301m, E=0.550m ၰU=0.427mಽ᳭⢽᮹᳦⧊⠙₉۵0.759m ಽ ӹ┡ԍ݅. CLK91ᮡ Fig. 5᪡ zᯕ ⠪Ɂ ᭥ᖒ ᙹa 14.9ݡ,

᳭⢽⠙₉᮹⠪ɁᮡbbN=0.189m, E=0.386m ၰU=0.311mಽ

᳭⢽᮹ ᳦⧊⠙₉a 0.531mෝ ᅕᩡ݅.

CLK9B᮹Ğᬑ۵Fig. 6ŝzᯕ⠪Ɂ᭥ᖒᙹ, 14.4ݡ, ᳭⢽⠙₉

(6)

Fig. 7. Time Series of Position Differences of the Real-Time PPP Solution with CLK9B, and Number of Satellites at INCH

Fig. 8. Position Differences of the Real-Time PPP Solution with a Combination of IGS03, CLK16, and CLK9B, and Number of Satellites at INCH

Fig. 9. Position Differences of the Real-Time PPP Solution with a Combination of IGS01, CLK21, CLK22, CLK51, CLK80, and CLK91, and Number of Satellites at INCH

᮹⠪ɁᯕbbN=0.138m, E= 0.417m ၰU=0.275m, ᳭⢽᮹

᳦⧊⠙₉۵0.518mಽ᭥4᳦᮹ᅕᱶඹෝ}ᄥᱢᮝಽᱢᬊ⦽PPP

⧕ᕾ ᵲ እƱᱢ Ɂᯝ⦹Ł aᰆ ᧲⪙⦽ ⊂᭥ᖒŝෝ ᱽ᜽⦹ᩡ݅.

CLK9B۵༉⪙ᱶᙹෝᝅ᜽eᮝಽ⧕ᕾ⧁ᙹᯩ۵ᱶᅕෝᄥࠥಽ

⡍⧉⦹Łᯩḡอ, CLK91ᨱእ⧕ᬵ॒⯩᧲⪙⦽⊂᭥ᖒŝ۵⪶ᯙ⧁

ᙹᨧᨩᮝӹIGS03, CLK16ᨱእ⧕ᬑᙹ⦽⊂᭥đŝෝᅕᩡ݅.

Fig. 7ᮡ ᯙ⃽š⊂ᗭᨱ CLK9B ᅕᱶᱶᅕෝ ᱢᬊ⦹Ł ᔑ⇽⦽

Epoch 1ⅩeĊ᮹᳭⢽ᖒᇥᄥ⠙₉ᇥ⡍ෝ᜽ĥᩕಽࠥ᜽⦽äᯕ

݅. Figs. 3ⴇ6ᨱᕽN, E, U ᳭⢽ᖒᇥ᮹⠙₉a✚⯩, 50cmᯕԕᨱ

ࠥݍࡹ۵⠪Ɂᗭ᫵᜽eᮥŁₑ⦹໕IGS03᮹Ğᬑ, Uᖒᇥ᮹⠙₉

ෝᱽ᫙⦽Ğᬑ௝ࠥ90ᩍᇥᯕᗭ᫵ࡹᨩŁCLK16ᮡ30ᇥ, CLK91

ᮡ10ᇥḢ⬥, CLK9B᮹Ğᬑ20ᩍᇥ॒ᮝಽӹ┡ԍ݅. GPS᭥ᖒ อᔍᬊ⦽CLK16ෝᱽ᫙⧁Ğᬑ௝ࠥ⠪Ɂ14ݡ᭥ᖒᮥ⪽ᬊ⦽

݅ෙ3᳦᮹ᅕᱶඹᨱᕽ50cm ⠙₉ᯕԕ᮹ࠥݍᗭ᫵᜽eᯕ݅᧲⦹

íӹ┡ӹŁᯩ݅. ᬱᯙᮝಽ⧕ᕾᖝ░aᬕᩢ⦹۵š⊂฾ᨱᕽáᔍ ᱱ ᵝᄡ᮹ š⊂ᗭ ၡࠥ, ⧕ᕾᖝ░᮹ ᅕᱶᱶᅕ ᔑ⇽ ᦭Łญ᷹, NTRIPෝ☖⦽ᅕᱶᱶᅕ᮹ᝁ⪙ḡᩑ, áᔍᱱ ⪹Ğᨱ᳦ᗮࡽ᪅₉᮹

ᅕᱶᙹᵡ, ༉⪙ᱶᙹ᮹đᱶᙹᵡ॒᮹₉ᯕಽᔍഭࡹӹᯕᇡᇥᨱ

ݡ⦽ ᳡ ޵ ᖙᇡᱢᯙ ᩑǍa ᫵฾ࡽ݅. Fig. 8ᮡ 3᳦᮹ ᅕᱶඹ (CLK16, CLK9B, IGS03)ෝ᳑⧊(ᯕ⦹, ‘3᳦᳑⧊’)⦹ᩍᯙ⃽š

⊂ᗭᨱᱢᬊ⦹Ł10}ᖙᖹš⊂᮹᜽eݡᄥ᳭⢽⠙₉ෝࠥ᜽⦽

äᯕ݅. ᦥᬙ్, Fig. 9۵5aḡᅕᱶඹෝᄥࠥಽ⇵a⦹ᩍ6᳦᮹

ᅕᱶඹ(IGS01, CLK21, CLK22, CLK51, CLK80, CLK91)᳑⧊

(ᯕ⦹‘6᳦᳑⧊’)ᮥǍᖒ⦹Łᱢᬊ⦽ⅾ3}ᖙᖹ(2013֥DOY68 ⴇDOY71 ʑeᵲᝅ᜽)᮹᜽eݡᄥ᳭⢽⠙₉ෝࠥ᜽⦽äᯕ݅

(Lee, (2013)). ᩍʑᕽ, IGS01, CLK22, CLK51ᮡGPS᭥ᖒอ᮹

ᅕᱶᱶᅕᯕ݅.

3᳦᳑⧊᮹Ğᬑ۵Fig. 8ŝzᯕ⠪Ɂ᭥ᖒᙹ, 12.4ݡ, ᳭⢽⠙₉ ᮹ ⠪Ɂᯕ bb N=0.342m, E=0.664m ၰ U=0.560m, ᳭⢽᮹

᳦⧊⠙₉۵0.934mಽᕽᦿᕽIGS03᮹⊂᭥đŝ᪡ᮁᔍ⦽⠙₉ෝ

ᅕᩡ݅. ၹ໕, 6᳦ ᳑⧊᮹ Ğᬑ۵ Fig. 9᪡ zᯕ ⠪Ɂ ᭥ᖒ ᙹ

14.5ݡ, ᳭⢽⠙₉᮹⠪ɁᯕbbN=0.149m, E=0.383m ၰU=

0.217m, ᳭⢽᮹᳦⧊⠙₉a0.465mಽ3᳦᳑⧊ᨱእ⧕ᬵ॒⯩

⨆ᔢࡽđŝෝᅕᯕ໕ᕽᯙ⃽š⊂ᗭᨱᱢᬊ⦽ᱩݡ⊂᭥᳭⢽ᖒŝ

ᵲ aᰆ ᧲⪙⦽ đŝෝ ᱽ᜽⦹ᩡ݅.

ᅕᱶඹ᮹3᳦᳑⧊ᯕ}ᄥᱢᬊᨱእ⧕᳭⢽⠙₉aⓍíӹ┡ӽ

äᮡᔢᯕ⦽⧕ᕾᖝ░᮹ᅕᱶᱶᅕෝ᳑⧊⦹۵ŝᱶᨱᕽᅕᱶᱶᅕ᮹

י⬥(over aged), ȅࠥಆᱶᅕ᮹ŝݡ᪅₉॒ᨱ঑ෙᬱᯙᮝಽᔍഭࡹ

ӹ ⨆⬥, ↽ᱢ᮹ ᅕᱶඹ ᳑⧊ ᖁᱶᮥ ᭥⦽ ⇵a ᩑǍa ᫵฾ࡽ݅.

4.2 GRAS Ցॷ୥ଭୣ۩౸଍

Fig. 10ᮡGRASš⊂ᗭ᮹SPP 5}ᖙᖹݡ⦽᜽eݡᄥ᳭⢽⠙

₉(N, E, U)᮹ ⠪Ɂŝ š⊂ᨱ ⪽ᬊ⦽ ⠪Ɂ ᭥ᖒݡᙹ᮹ ᄡ࠺ᮥ

ࠥ᜽⦽äᯕ݅. ᜽eĞŝᨱ঑௝⠙₉aqᗭ⦹۵Ğ⨆ᮥᅕᩡŁ

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Fig. 10. Positioning Errors of Single Point Positioning Solution, and Number of Satellites at GRAS

Fig. 11. Real-Time Position Errors with IGS03, and Number of Satellites at GRAS

Fig. 13. Real-Time Position Errors with CLK91, and Number of Satellites at GRAS

Fig. 12. Real-Time Position Errors with CLK16, and Number of Fig. 14. Real-Time Position Errors with CLK9B, and Number of 5}ᖙᖹ࠺ᦩ, ⠪Ɂ᭥ᖒᙹ۵14.2ݡ, ᳭⢽⠙₉᮹⠪Ɂᮡbb

N=0.626m, E=0.572m ၰ U= 1.208mಽ SPPᨱ ᮹⦽ ᳭⢽᮹

᳦⧊⠙₉۵ 1.476mᯕ݅.

Figs. 11ⴇ14۵ᯙ⃽š⊂ᗭ᪡࠺ᯝ⦽ႊ᜾ᮝಽ4᳦᮹ᅕᱶඹෝ

GRAS š⊂ᗭᨱ}ᄥᱢᬊ⦹ᩍbb10}ᖙᖹ᮹PPPෝᙹ⧪⦹Ł

᳭⢽⠙₉ෝ ࠥ᜽⦽ äᯕ݅. GRASš⊂ᗭ᮹ ᳭⢽⠙₉ qᗭᮉᮡ

4᳦༉ࢱᯙ⃽š⊂ᗭᨱእ⧕᧲⪙⦹íӹ┡ԍ݅. Fig. 11ŝzᯕ

IGS03ᮡ ⠪Ɂ ᭥ᖒ ᙹa 13.3ݡ, ᳭⢽⠙₉᮹ ⠪Ɂᮡ bb

N=0.439m, E=0.464m ၰ U=0.907mಽ ᳭⢽᮹ ᳦⧊⠙₉۵

1.109mಽӹ┡ԍ݅. Fig. 12᪡zᯕ⠪Ɂ᭥ᖒᙹa8.2ݡᯙGPS᭥

ᖒอ᮹ᅕᱶᱶᅕᯙ CLK16ᮡ᳭⢽⠙₉᮹⠪ɁᯕbbN=0.266m, E=0.737m ၰU=0.499mಽᖙ᳭⢽ᖒᇥ᮹᳦⧊⠙₉۵0.929mෝ

ᅕᩡ݅. CLK91᮹Ğᬑ۵Fig. 13ŝzᯕ⠪Ɂ᭥ᖒᙹa14.5ݡ,

᳭⢽⠙₉᮹⠪ɁᮡbbN=0.099m, E=0.137m ၰU=0.193mಽ

᳭⢽᮹᳦⧊⠙₉۵0.257mಽӹ┡ԍ݅. CLK9B᮹Ğᬑ۵Fig.

14᪡zᯕ⠪Ɂ᭥ᖒᙹa14.5ݡ, ᳭⢽⠙₉᮹⠪ɁᯕbbN=

0.083m, E=0.143m ၰU=0.218mಽ᳭⢽᮹᳦⧊⠙₉۵0.274m ᯕ݅. GRASᨱᕽCLK9B۵IGS03, CLK16ᨱእ⧕ᕽ۵᧲⪙⦽

⊂᭥đŝෝᅕᩡᮝӹCLK91ᅕ݅ⓑ⠙₉ෝᅕᩍᯙ⃽ŝ۵ᔢၹࡽ

đŝಽӹ┡ԍ݅. ᦥᬙ్, N, E, U ᳭⢽ᖒᇥ᮹⠙₉a50cmᯕԕಽ

ࠥݍࡹ۵⠪Ɂᗭ᫵᜽eᮡIGS03᮹Ğᬑ120ᇥᯕᔢ, CLK16ᮡ

60ᇥ, CLK91 ၰCLK9B᮹Ğᬑ۵10ᇥḢ⬥॒ᮝಽINCH᪡

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Fig. 15. Time Series of Position Differences of the Real-Time PPP Solution with CLK91, and Number of Satellites at GRAS

Fig. 16. Position Differences of the Real-Time PPP Solution with a Combination of IGS03, CLK16, and CLK9B, and Number of Satellites at GRAS

Fig. 17. Position Differences of the Real-Time PPP Solution with a Combination of IGS01, CLK21, CLK22, CLK51, CLK80, and

Fig. 18. Comparison of the Average Position Differences Derived From Various Corrections Streams for 0min. to 10min. at INCH.

Fig. 19. Comparison of the Average Position Differences Derived From Various Corrections Streams for 0min. to 10min. at zᯕ݅᧲⦽᜽eᇥ⡍ෝᅕᯕ۵ߑəᬱᯙੱ⦽INCH᪡ᮁᔍ⦽

äᮝಽᔍഭࡽ݅. Fig. 15۵GRASš⊂ᗭᨱCLK91 ᅕᱶᱶᅕෝ

ᱢᬊ⦹Ł ᔑ⇽⦽ Epoch 1Ⅹ eĊ᮹ ᳭⢽ᖒᇥ ᄥ ⠙₉ ᇥ⡍ෝ

᜽ĥᩕಽ ࠥ᜽⦽ äᯕ݅.

Fig. 16ᮡ ᝅ᜽eᮝಽ ᅕᱶඹ᮹ 3᳦ ᳑⧊ᮥ GRASš⊂ᗭᨱ

ᱢᬊ⦹Ł10}ᖙᖹᄥಽᔑ⇽⦽ᱶၡᱩݡ⊂᭥᮹᳭⢽⠙₉ෝ᜽e ݡᄥಽࠥ᜽⦽äᯕ݅. Fig. 17ᮡ6᳦᳑⧊ᮥᝅ᜽eᱢᬊ⦽ⅾ

3} ᖙᖹ᮹ ᜽eݡᄥ ᳭⢽⠙₉ෝ ӹ┡ԙ݅. 3᳦ ᳑⧊᮹ Ğᬑ۵

Fig. 16ŝ zᯕ ⠪Ɂ ᭥ᖒ ᙹ 12.6ݡ, ᳭⢽⠙₉᮹ ⠪Ɂᯕ bb

N=0.212m, E= 0.277m ၰU=0.530m, ᳭⢽᮹᳦⧊⠙₉۵0.634m ಽᕽ IGS03, CLK16ᨱእ⧕᧲⪙⦽đŝಽӹ┡ԍ݅. ✚⯩, 6᳦

᳑⧊᮹Ğᬑ۵Fig. 17ŝzᯕ⠪Ɂ᭥ᖒᙹ14.5ݡ, ᳭⢽⠙₉᮹

⠪ɁᯕbbN=0.102m, E=0.205m ၰU=0.225m, ᳭⢽᮹᳦⧊⠙

₉a0.321mಽᯙ⃽š⊂ᗭ᪡zᯕ3᳦᳑⧊ᨱእ⧕ᬵ॒⯩⨆ᔢࡽ

đŝෝ ᅕᩡ݅.

4.3 ࣪୨୨࣪઩ݗࠛਏԩ۩࣢ୣ۩౸଍

Figs. 18 and 19۵áᔍᱱ(INCH, GRAS)ᨱݡ⦽4᳦᮹}ᄥ ᅕᱶᱶᅕ, 3᳦ ᳑⧊ ၰ 6᳦ ᳑⧊ᨱ ᮹⦽ PPP ⊂᭥đŝ᪡ SPP

(9)

Fig. 20. Comparison of the Average Position Differences Derived From Various Corrections Streams for 10min. to 20min. at INCH.

Fig. 21. Comparison of the Average Position Differences Derived From Various Corrections Streams for 10min. to 20min. at

⊂᭥đŝෝ1Ⅹⴇ10ᇥ᜽eݡ, Fig. 20 ၰFig. 21ᮡ10ᇥ1Ⅹⴇ20 ᇥ᜽eݡಽӹ٥ᨕᅕᱶඹᱢᬊႊ᜾ᨱ঑ෙáᔍᱱ᳭⢽⠙₉᮹

š⊂᜽᯲ᨱᕽ10ᇥ࠺ᦩ, ᖙ᳭⢽ᖒᇥ(N, E, U)᮹᳭⢽⠙₉a

༉ࢱ50cm ᯕԕಽᙹಕࡹ۵᜽eݡ۵ᨧᨩḡอ, N, E ࢱ᳭⢽ᖒᇥ อᮥ Łಅ⧁ Ğᬑ, GRAS š⊂ᗭ᮹ CLK9B, CLK91 ၰ 6᳦

᳑⧊⧕ᕾᨱᕽa܆⦹ᩡ݅. GRASš⊂ᗭ᮹Ğᬑš⊂Ⅹၹᇡᨱ

CLK16 ၰIGS03 ᖒŝᨱᕽ᳭⢽⠙₉aⓍíӹ┡ԍ۵ߑᬱᯙᮝಽ ۵CLK16᮹⊂᭥đŝaGPS᭥ᖒอᮥᔍᬊ⦽ᖒŝಽ᭥ᖒݡᙹa

ᔢݡᱢᮝಽ᯲݅۵ᱱ, ᅕᱶᱶᅕ᮹י⬥(over aged), ȅࠥಆᱶᅕ᮹

ŝݡ ᪅₉ ॒ᨱ ঑ෙ äᮝಽ ᔍഭࡽ݅. N, E ࢱ ᳭⢽ᖒᇥอᮥ

Łಅ⧁Ğᬑ, š⊂10ᇥḢ⬥ᇡ░20ᇥʭḡ᮹᜽eݡᨱᕽSPPෝ

ᱽ᫙⦽ݡᇡᇥ᮹ᅕᱶඹa1m ᯕԕ᮹⊂᭥aa܆⦹ᩡ݅. CLK9B, CLK91 ၰ6᳦᳑⧊᮹Ğᬑ, ࢱš⊂ᗭᨱᕽŖ☖ᱢᮝಽᖙ᳭⢽ᖒᇥ (N, E, U)ᯕ༉ࢱ50cmಽɝᱲࡹ۵ᝅ᜽e⊂᭥aa܆⦹ᩡ݅.

⥥௲ᜅCNESᨱᕽᱽŖ⦹Łᯩ۵ᅕᱶᱶᅕ(CLK9B, CLK91)۵

݅ෙ⧕ᕾᖝ░᮹ᅕᱶඹᨱእ⧕ᱥℕ᜽eݡᨱᕽᬑᙹ⦽⊂᭥ᖒŝ

ෝᅕᩡ݅. ✚⯩, CLK9B۵CLK91 ၰ݅ෙ⧕ᕾᖝ░᮹ᅕᱶඹ᪡

۵ ݍญ ᝅ᜽e ༉⪙ᱶᙹ᮹ ⧕ᕾᯕ a܆⦽ ᅕᱶᱶᅕෝ RTCM

݅ෙ⧕ᕾᖝ░᮹ᅕᱶᱶᅕᨱእ⧕ᕽ۵᧲⪙⦹ӹCLK91 ݡእ⨆ᔢ

ࡽ᳭⢽ᖒŝෝ⪶ᯙ⧁ᙹᨧᨩ۵ߑᯕ۵ᦿᕽŁₑ⦽ᩍ్aḡ

ᅖ⧊ᱢᬱᯙ॒ᮝಽᅕᱶᱶᅕ᮹ᝁ⪙ḡᩑ(י⬥⪵)ᨱʑᯙࡽäᮝಽ

ᔍഭࡽ݅. ੱ⦽ 6᳦ ᳑⧊ ၰ 3᳦ ᳑⧊ᖒŝෝ Łₑ⧕ ᅕ໕ š⊂

ᰆᗭa⧕ᕾᖝ░᮹š⧁ᩢᩎ᫙ᇡੱ۵ᗭ᫙ḡᩎᨱ᭥⊹⦽Ğᬑ,

✚ᱶ ݉ᯝᅕᱶᱶᅕෝᱢᬊ⦹۵ä ᅕ݅⧕ᕾᖝ░e᮹ ᅕᱶඹෝ

᳑⧊⧁Ğᬑᱩݡ⊂᭥᮹ᱶ⪶ࠥ⨆ᔢᮥࠥ༉⧁ᙹᯩᮭᮥ⪶ᯙ⦹ᩡ݅.

5. đು

ᱥḡǍෝݡᔢᮝಽGNSS ᔢ᜽š⊂฾ᮥᬕᬊ⦹۵⧕ᕾᖝ░ॅ

ಽᇡ░݅᧲⦽ᅕᱶᱶᅕෝᝅ᜽eᙹᝁ⦹ᩍǎԕ·᫙áᔍᱱᨱ}ᄥ

ၰ ᳑⧊ ᱢᬊ⦽ b Ğᬑᄥ ᱶၡ݉ࠦ⊂᭥(PPP)᪡ ⢽ᵡ݉ࠦ⊂᭥

(SPP)᮹ ᱶᱢ ᱩݡ⊂᭥᮹ ᱶ⪶ࠥෝ ᜽eݡᄥಽ Łₑ⦽ đŝ, ℌṙ, ⧕ᕾᖝ░᮹ᅕᱶᱶᅕෝNTRIPᮝಽᙹᝁ⦹Łáᔍᱱ᮹

GNSS š⊂ᯱഭᨱᝅ᜽eᱢᬊ⦹ᩍbᅕᱶඹᄥಽ᳭⢽⠙₉᮹

Ğ⨆ŝ ᝅ᜽e ᱩݡ⊂᭥᮹ ᱶ⪶ࠥෝ Łₑ⧁ ᙹ ᯩᨩ݅.

ࢹṙ, ✚ᱶ⧕ᕾᖝ░᮹š⧁ᩢᩎ᫙ᇡੱ۵ᗭ᫙ḡᩎᨱ᭥⊹⦽

š⊂ᱱᨱ ᩍ్ ⧕ᕾᖝ░᮹ ᅕᱶඹෝ ᳑⧊ ᱢᬊ⧁ Ğᬑ, ᝅ᜽e

ᱩݡ⊂᭥ ᱶ⪶ࠥ ⨆ᔢᨱ ʑᩍ⧁ ᙹ ᯩᨩ݅.

ᖬṙ, CNES᮹CLK9BෝINCH áᔍᱱᨱᱢᬊ⦽↽Ⅹ10ᇥʭ ḡ᮹PPP۵SPP ݡእN, E, ၰUᖒᇥᨱᕽbb57.3%, 43.5%, ၰ40.9%, CLK91ෝGRASᨱᱢᬊ⦽Ğᬑ۵bb54.8%, 22.0%, ၰ53.2%᮹⨆ᔢࡽ⊂᭥ᱶ⪶ࠥෝӹ┡ԕᨕ‘እ₉ᇥ༉⪙ᱶᙹ⧕ჶ’

ᨱ ᮹⦽ ᝅ᜽e ᱶၡᱩݡ⊂᭥᮹ ᱶ⪶ࠥ ⨆ᔢ a܆ᖒᮥ ⪶ᯙ⧁

ᙹ ᯩᨩ݅.

⨆⬥, ǎԕၰᵝᄡḡᩎ᮹GNSS ᔢ᜽š⊂฾ᮥ⪽ᬊ⦽ᱶၡᱩݡ

⊂᭥ᬊ NTRIP Caster᮹ ᬕᬊᯕ ʑݡࡽ݅.

qᔍ᮹ɡ

ᅙᩑǍ۵2011֥ᯙ⃽ݡ⦺ƱᯱℕᩑǍḡᬱእᨱ᮹⧕ᯕ൉ᨕḥ

ᩑǍԕᬊᮝಽ ᯙ⃽ݡ⦺Ʊ᮹ ᩑǍḡᬱᨱ qᔍऽพܩ݅.

References

Anderle, R. J. (1976). “Point positioning concept using precise ephemeris.” Proceedings of the International Geodetic Symposium

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12-14, 1976, Vol. 1, pp. 47-75.

Cao W., Hauschild, A., Steigenberger, P., Langley, R. B., Urquhart, L., Santos, M. C. and Montenbruck, O. (2010). “Performance evaluation of integrated GPS/GIOVE precise point positioning.”

Institute of Navigation International Technical Meeting 2010, San Diego, California, USA, 25-27 January 2010, pp. 710-722.

Chen, K. and Gao, Y. (2005). “Real-time precise point positioning using single frequency data.” Proceedings of the ION GNSS 18th International Technical Meeting of the Satellite Division, Long Beach, CA, 13-16, September, pp. 1514-1523.

Choy, S., Zhang, K. and Silcock, D. (2008). “An evaluation of various ionospheric error mitigation methods used in single frequency PPP.” Positioning, Vol. 1, No. 13, 2008, pp. 62-71.

Collins, J. P., Lahaye, F., Heroux, P. and Bisnath, S. (2008). “Precise point positioning with ambiguity resolution using the decoupled clock model.” Proceedings of the Institute of Navigation International Technical Meeting ION GNSS, 16-19, September 2008, Savannah, Georgia, USA, pp. 1315-1322.

Gabor, M. J. and Nerem, R. S. (2002). “Satellite-satellite single- difference phase bias calibration as applied to ambiguity resolution.” Navigation, Vol. 49, No. 4, pp. 223-242.

Geng, J., Meng, X., Teferle, N., Dodson, A. H. (2008). “Performance of hourly precise point positioning with ambiguity resolution.”

Proceedings of the 21st International Technical Meeting of the Satellite Division of The Institute of Navigation (ION GNSS 2008), Savannah, GA, September 2008, pp. 1455-1461.

Juan, M., Hernandez-Pajares M., Sanz, J., Ramos-Bosch, P., Aragon-Angel, A., Orus, R., Ochieng, W., Feng, S., Jofre, M., Coutinho, P., Samson, J. and Tossaint, M. (2012). “Enhanced precise point positioning for GNSS users.” Geoscience and Remote Sensing, IEEE Transactions on, Vol. 50, No. 10, October 2012, pp. 4213-4222

Kouba, J. and He´roux (2001). “Precise point positioning using IGS orbit and clock products.” GPS Solution 5:2, pp. 12-28.

Laurichesse, D. (2011). “The CNES Real-time PPP with undifferenced integer ambiguity resolution demonstrator.” Proceedings of the

ION GNSS 2011, September 2011, Portland, Oregon, pp. 654-662.

Laurichesse, D. (2012). “Phase biases estimation for undifferenced ambiguity resolution.” PPP-RTK & Open Standards Symposium, 12-13 March 2012, Frankfurt am Main, Germany.

Laurichesse, D., Mercier, F. and Berthias, J. P. (2010). “Real Time PPP with undifferenced integer ambiguity resolution, experimental results.” Proceedings of the ION GNSS 2010, September 2010, Portland, Oregon, pp. 2534-2544.

Laurichesse, D., Mercier, F., Berthias, J. P. and Bijac J. (2008).

“Real time zero-difference ambiguities blocking and absolute RTK.” ION NTM 2008, January 2008, San Diego, California, pp.

747-755.

Laurichesse, D., Mercier, F., Berthias, J. P., Broca, P. and Cerri, L.

(2009). “Integer ambiguity resolution on undifferenced GPS phase measurements and its application to PPP and satellite precise orbit determination.” Navigation, Journal of the Institute of Navigation, Vol. 56, Issue. 2, pp. 135-149.

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Trimble, Germany (2011). “Introducing ambiguity resolution in web-hosted global Multi-GNSS precise point positioning with trimble RTX-PP.” ION GNSS 2011, pp. 1115-1125.

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102, No. B3, pp. 5005-5018.

수치

Table 2. All Sessions Time Intervals for Data Sampling at INCH, and GRAS (in April 2013)
Fig. 3. Real-Time Position Errors with IGS03, and Number of  Satellites at INCH
Fig. 7. Time Series of Position Differences of the Real-Time PPP  Solution with CLK9B, and Number of Satellites at INCH
Fig. 10. Positioning Errors of Single Point Positioning Solution,  and Number of Satellites at GRAS
+3

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