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Orhtophoto Accuracy Assessment of Ultra-light Fixed Wing UAV Photogrammetry Techniques

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*** ݡ⦽ḡᱢŖᔍ ŖeᱶᅕᩑǍᬱ ᩑǍᬱ ([email protected])

Received April 20, 2013/ revised June 21, 2013/ accepted August 13, 2013

Copyright ⵑ 2013 by the Korean Society of Civil Engineers

This is an Open Access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/by-nc/3.0)

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

㋆ቻᶇ#ኞⷓⴳ⃲ⴶ㬫ኳᏮ#♪⾂㏟ᶇᏮ≓ⴖ#ⷓ♪⮿♿#ⷓ㰓ᦂ#㦇ᆾ

ଲ଴৤ ȵଲ୍଀ ȵ׌৤୨ ȵก০ෝ

Lee, In Su*, Lee, Jae One**, Kim, Su Jeong***, Hong, Soon Heon****

Orhtophoto Accuracy Assessment of Ultra-light Fixed Wing UAV Photogrammetry Techniques

ABSTRACT

The main purpose of this study is to carry out the performance evaluation of Ultra-light Fixed Wing UAV(Unmanned Aerial Vehicle) photogrammetry which is being, currently, applied for various fields such as cultural assets, accident survey, military reconnaissance work, and disaster management at home and abroad. Firstly, RMSE estimation of Aerial Triangulation (AT) are within approximately 0.10 cm in position (X, Y). And through the comparison of parcel ‘s boundary points coordinates by terrestrial surveying and by UAV photogrammetry, the analysis shows that RMSE are shifted approximately 0.1740.205 m in X-direction, 0.2940.298 m in Y-direction respectively. Lastly, parcel’s area by orthophoto of UAV photogrammetry and by that of cadastre register has been shown the difference by 0.118 m2. The results presented in this study is just one case study of orthophoto accuracy assessment of Ultra-light fixed wing UAV photogrammetry, hereafter various researches such as AT, direct-georeferencing, flight planning, practical applications, etc. should be necessary continuously.

Key words : Fixed wing, Ultra-light UAV(Unmanned Aerial Vehicles), Aerial triangulation(AT), On-screen digitizing, Cadastre, Area

Ⅹಾ

ᅙᩑǍ۵↽ɝǎԕ᫙ᨱᕽྙ⪵ᰍᅕ᳕, ᔍŁ⩥⫊᳑ᔍ, Ǒᱶₑᨦྕ, ᰍӽšญ॒݅᧲⦽ᇥ᧝ᨱᕽ⪽ᬊࡹŁᯩ۵ⅩĞపŁᱶᯖྕᯙ⧎Ŗʑᔍ ḥ⊂ప᮹ᖒ܆⠪aෝ݅൉Łᯱ⦽݅. ⧎Ŗᔝb⊂పđŝ, ᭥⊹(X, Y)ᨱᕽRMSE sᮡ᧞10 cmಽӹ┡ԍᮝ໑, UAV ᔍḥ⊂ప᮹ᱶᔍᩢᔢᨱ

ݡ⦽᜽b❱ࠦჶ(on-screen digitizing) ʑჶŝḡᔢ⊂పᨱ᮹⦽⦥ĥᱱ᳭⢽₉᮹RMSE ۵X ႊ⨆᧞0.1740.205 m, Yႊ⨆᧞0.294

0.298 m᮹⠙᭥⩶᪅₉aࠥ⇽ࡹᨩ݅. əญŁᝅ⨹ݡᔢḡᩎ᮹ᯥ᮹᮹1 ⦥ḡෝݡᔢᮝಽḡᱢŖᇡݡᰆ໕ᱢŝUAV ᔍḥ⊂ప᮹ᱶᔍᩢᔢᮝಽ

≉ा⦽⦥ḡ໕ᱢᮥእƱ⦽đŝ₉ᯕ۵0.118 m2ᯕ݅. ᅙᩑǍ۵ⅩĞపŁᱶᯖྕᯙ⧎Ŗʑᔍḥ⊂ప᮹ᱶᔍᩢᔢᱶ⪶ࠥ⠪aᨱݡ⦽⦹ӹ᮹ᩑ Ǎᔍಡෝᱽ᜽⦹ᩡᮝ໑, ⨆⬥⧎Ŗᔝb⊂ప(AT), Ḣᱲʑ⦹ᅕᱶ(direct-georeferencing), እ⧪ĥ⫮, əญŁᝅᬊᱢ᮲ᬊᇥ᧝}ၽ॒ᨱݡ⦽

ᩑǍaḡᗮࡹᨕ᧝⧁äᮝಽ❱݉ࡽ݅.

áᔪᨕ Łᱶᯖ, ⅩĞపྕᯙ⧎Ŗʑ, ⧎Ŗᔝb⊂ప, ᜽b❱ࠦჶ, ḡᱢ, ໕ᱢ

ࠑ͟фݓ঍ėÂ܁҃ėॡ

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

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Table 1. Classification of UAV

Sensors Georeferencing Real-time capability

Application requirement No GPS/INS post 0 Low accuracy [m]

GPS and

consumer-grade INS post/direct + Moderate accuracy [dm-m]

DGPS/Navigation-

and tactical grade INS post/direct ++ High accuracy[m]

(* 0: lowest value; +: Middle value; ++: Best)

Fig. 1. Test Site

1. ᕽು

↽ɝⅩĞపŁᱶᯖྕᯙ⧎Ŗʑ(Ultra-light Fixed Wing UAV, ᯕ⦹UAV)۵ǎԕၰǎ᫙ᨱᕽྙ⪵ᰍྙᕽ⪵, ᰍ⧕ᰍӽ⦝⧕

⩥⫊᳑ᔍ, Ǒ ᱶₑᨦྕ, Ʊ☖ ⮱෥ ❭ᦦ, əญŁ Ğₑ ᨦྕ ॒

݅᧲⦽ ᇥ᧝ᨱᕽ ᔍᬊࡹŁ ᯩ۵ ↽ᝁ ᔍḥ⊂ప ᜽ᜅ▽ᯕ݅.

ǎԕᨱᕽUAV ᩑǍᔍಡෝᔕ⠕ᅕ໕, NDMI (2007)ᮡᱡŁࠥ

UAV᮹↍ᩢᩢᔢᅕᱶၰ}ᖁᩑǍ, ᱡŁࠥᩢᔢᱶᅕ᮹⦝⧕ᱶᅕ

ᱢᬊᮥ᭥⦽ᩢᔢ⃹ญʑᚁ}ၽŝᱡŁࠥᩢᔢᱶᅕ᮹⧕ᔢࠥᇥᕾ

॒ᮥᙹ⧪⦹ᩡᮝ໑, Jung et al. (2010) ᮡྕᯙ⧎Ŗᔍḥ⊂పᮥ

ᯕᬊ⦽3D Ŗeᱶᅕ≉ाᨱݡ⦽ᩑǍෝᙹ⧪⦹ᩡ݅. Jeong et al. (2012)ᮡྕᯙ⧎ŖᬱĊ┱ᔍෝ⪽ᬊ⦽׮᯲ྜྷᔾᮂᱶᅕ᜽ᜅ▽

Ǎ⇶ᮥ݅൉ᨩᮝ໑, Kim et al. (2010)ᮡ⣮ᙹ⧕༉ܩ░ยᨱⅩĞప

ྕᯙ⧎Ŗʑ᮹ᱢᬊᖒᇥᕾᮥ☖⧕⦹⃽ᰍ⧕, ᔍ໕ᰍ⧕, ☁ᔍᰍ⧕

(׮Ğḡၰ⋉ᙹၰ♕ᱢ), ⧕ᦩᰍ⧕ၰၵ௭ᰍ⧕⦝⧕᳑ᔍ॒ᨱᕽ

UAVa ᱢᬊ a܆⧉ᮥ ʑᚁ⦹ᩡ݅.

݅ᮭᮡǎ᫙ᩑǍಽᕽCunningham et al. (2011)᪡Peterman and Mesarič (2012)۵ḡࠥᱽ᯲ŝ☁ḡ⊂పᇥ᧝᮹⪽ᬊႊᦩ॒ᮥ

ᱽ᜽⦹ᩡᮝ໑, ྙ⪵ᰍ ༉ߙย ၰ ྙ⪵ᰍ ᩢᔢᯱഭ ≉ा ᇥ᧝

(Lambers et al., 2007; Gruen et al., 2012; Pueschel, et al., 2008; Lee et al., 2011) ᩑǍa݅ᙹᙹ⧪ࡹᨩ݅. əญŁᔑᔍ┽

༉ܩ░ย॒ᰍ⧕ᇥ᧝(Randa., 2009; Khairul Nizam Tahar et al., 2010), ⪹Ğᇥ᧝(Nagai et al., 2008), əญŁ׮ᨦᇥ᧝(IPW, 2009; Kishore and Zaman, 2012), ݡ⇶⃺ ḡࠥᱽ᯲(Khairul Nizam Tahar et al, 2011) ॒݅᧲⦽ᝅᬊᱢ᮲ᬊᇥ᧝ᨱᕽUAV

⪽ᬊႊᦩᮥ ᩑǍ⦹ᩡ݅.

ᅙᩑǍᨱᕽᩑǍ᮹ԕᬊᱢჵ᭥۵ⅩĞపྕᯙʑ⧎Ŗʑᔍḥ⊂

ప, ᔍḥ⊂పᖒŝ᪡ḡᔢ⊂పŝ᮹ᱶၡࠥእƱ, əญŁᩑǍႊჶᮡ

ྙ⨭᳑ᔍ᪡ᝅ⨹ᩑǍಽᖅᱶ⦹ᩡ݅. ᅙᩑǍ༊ᱢᮡḡᱢ⦥ḡĞĥ ᱱᨱݡŖ⢽ḡෝᖅ⊹⦹ŁUAV ᔍḥ↍ᩢᮝಽ⧎Ŗᔝb⊂పᱶ⪶

ࠥ, ḡᔢ⊂పᖒŝ᪡᮹ᖒŝእƱ॒ᮥ☖⧕ḡᱢᨦྕᨱ᮹ᱢᬊᖒᮥ

á☁⦹ᩡ݅.

2. UAV ᝅ⨹⊂ప

2.1 UAV ंࠑ

ᅙᩑǍᨱᕽUAV ᇥඹ۵aĊᯕӹᱢᰍ⦹ᵲ(payload)ᮥŁಅ

⦹ᩡᮝ໑, ✚⯩ᖝᕽᮁྕ(GPS, GPS/INS), ʑ⦹ᅕᱶ(Georeferencing)

ႊ᜾(⬥⃹ญ/Ḣᱲ), ᝅ᜽eʑ܆॒ᮥŁಅ⦹ᩍUAVෝᇥඹ⦹۵

ႊ᜾ᮥ ᗭ}⦹ᩡ݅(Eisenbeiss, 2010)(Table 1).

2.2 UAV ॷ஼౸߆

ᝅ⨹ݡᔢḡ۵ŁᱶᯖUAV᮹✚ᱶᔢእ⧪᜽ᵝ᭥ᨱᰆᧁྜྷᯕ

ᨧᨕ∊ᇥ⦽ᦩᱶᖒᯕ⪶ᅕࢁᙹᯩ۵Ŕ, ḡᱢᨦྕ᪡ᩑĥa܆⦽

Ŕ, ᔍḥ⊂పᖒŝෝ á᷾⦹ʑ ᭥⧕ Network-RTK GPS᪡

Totalstation ḡᔢ⊂పᰆእᨱ᮹⦽ḡᱢ⊂పᖒŝaǍእࡹᨕᯩ۵

Ŕ॒ᮥŁಅ⦽đŝ, ݡᇡᇥᯕ׮ĞḡಽǍᖒࡽḡᱢᰍ᳑ᔍᖁ⧪ᔍ ᨦḡᩎᯕ ᖁᱶࡹᨩ݅(Fig. 1).

2.3 ୀ߹౫݂

2.3.1 ஺ঃ౸߆

ᱶᔍᩢᔢᨱᕽᔍḥ❱ࠦჶᮝಽ⊂ᱶ⦽Ğĥᱱ᮹᭥⊹ᱶ⪶ࠥෝ

á᷾⦹Łš⊂᪅₉ෝ↽ᗭ⪵⦹ʑ᭥⧕⩥ᰆĞĥᅖᬱ⬥⦥ḡĞĥ ᨱݡŖ⢽ḡ(aಽ×ᖙಽ, 20cm×20cm)ෝᖅ⊹⦹ᩡ݅(Fig. 2(b)).

əญŁᯕᖒŝෝᱱá⦹ʑ᭥⧕Network-RTK᪡☁┩ᜅ▭ᯕᖹ (T/S)ᮝಽḡᔢ⊂పᮥᙹ⧪⦹ᩡ݅. Network-RTK ḡᔢ⊂పᮡLeica ATX1230+GNSS ᨱ᮹⧕ḥ⧪ࡹᨩᮝ໑ᱶḡ༉ऽ(static mode) ᨱᕽ⠪໕᭥⊹ᱶ⪶ࠥ0.005m+0.5ppm, ᙹḢ᭥⊹ᱶ⪶ࠥ0.010m+0.5 ppmᯕ݅. əญŁT/S۵Sokkiaᔍ᮹SET230ᮝಽbࠥ⊂ᱶ↽ᗭ

(3)

(a)

(b)

Fig. 2. UAV Systems (a) and RTK GPS System (b)

Table 2. Specification of Camera

Item Specifications Comments No. of pixels

recorded 3648×2736 -

Image sensor

1/1.7-inch CCD (total pixels: approx.

10.40 million pixels)

(No. of Effective pixels:

10.00 million pixels) Size 108.6×59.8×25.5 (mm) (width×height×depth) Weight Approx. 188g (battery, without memory)

Appearance

Table 3. Inner Orientation Parameters of Camera Item Factor Calibration value Focal length(mm) f 28.369849 Principal point offset

(mm)

Xp -1.883880e-001 Yp 1.739800e-001

Distortion factor

K1 0

K2 0

P1 -4.035060e-004 P2 -4.726720e-004 Image size(pixels) X 3,648

Y 2,736

Table 4. X-100 Data Products

Item Specifications

Acquision

3cm GSD @100m

(at 150 m)

(45 min at 150 m)

Orthophoto

Point cloud

⪶ࠥ±(2+2ppm×D)⽅, əญŁྕ┡ʤႊ᜾᮹↽ݡ⊂ᱶÑญ150 mᯕᔢ⻰Ñญ⊂ᱶᱶ⪶ࠥ۵ ±(3+2ppm×D)mmᯕ݅.

2.3.2 ॷ஼౸߆

ᝅ⨹ᨱᔍᬊࡽUAV۵ᄉʑᨱGatewing X-100 ᱽ⣩ᮝಽᯕ

᜽ᜅ▽ᮡၽᔍݡ(launcher), ᩍᇥ᮹ʑℕ(extra body), ḡᔢᱽᨕǎ (ground control station), ༉ߡ(modem), ⋕ີ௝(calibrated digital camera), ႑░ญ ∊ᱥʑ(battery charger), ႑░ญ ॒᮹ ᵝ᫵

H/W(Fig. 2(a)), əญŁStrectchoutTM ॒᮹ S/WಽǍᖒࡹᨕᯩ݅.

ᔍḥ↍ᩢᮡᔍᱥእ⧪ĥ⫮ᨱ঑௝Łࠥ᧞250m, ᳦⬂ᵲᅖࠥ᧞

75%, əญŁእ⧪᜽eᮡᯕයᨱᕽ₊යʭḡ᧞20ᇥᯕᗭ᫵ࡹᨩᮝ ໑, ↍ᩢᔍḥᙹ۵᧞288ᰆᯕ໑, ᯕᵲ6ᰆᔍḥᯕᩢᔢ⃹ญၰ

(4)

(a)

(b)

Fig. 4. Block Adjustment(a) and Error Adjustment(b) (Source : Lee ᇥᕾᨱ ᔍᬊࡹᨩ݅. ₙŁಽ ᝅ⨹ݚ᜽ v⣮ᯕ ᯩᨕ UAVእ⧪ᯕ

ๅᬑᇩ⪶ᝅ⦽ᔢ⫊ᯕᨩ݅. əญŁᔍᬊࡽ⋕ີ௝۵Richo GR D3ಽ⧎Ŗᔍḥ⊂పᨱᕽᵝಽᔍᬊࡹ۵⊂ᱶᬊ⋕ີ௝aᦥܭእ⊂

ᱶᬊ ⋕ີ௝ಽ ᯱᖙ⦽ ᔍ᧲ᮡ Table 2, əญŁ ᯱᖙ⦽ ⋕ີ௝

ԕᇡ⢽ᱶ᫵ᗭෝ Table 3ᨱ ʑᚁ⦹ᩡ݅.

əญŁTable 4۵Gatewing X-100 ᱽ⣩᮹ᵝ᫵ᖒ܆ᔍ᧲ᮥ

ᯱഭ≉ा, ᱶᔍᩢᔢ, əญŁ⊂ᱱǑ॒ᮝಽӹ٥ᨕᱶญ⦹Łᯩ݅.

3. ߑᯕ░⃹ญၰ⠪a

3.1 ාվॿԨ౸߆

“⧎Ŗᔝb⊂ప”ᮡᔍḥᔢᨱᕽ⊂ᱶ⦽ᩢᔢ᳭⢽᪡ḡᔢʑᵡᱱ (GCP: Ground Control Point)ᮥᯕᬊ⦹ᩍᩢᔢ᳭⢽᮹ḡᔢ᳭⢽᪡

b ᩢᔢ᮹ ᫙ᇡ⢽ᱶ᫵ᗭෝ đᱶ⦹۵ ᯲ᨦᯕ݅. ⩥ᰍ ݡᇡᇥ

GPS/INSಽđᱶ⦽⧎Ŗᩢᔢ᮹᫙ᇡ⢽ᱶ᫵ᗭෝᯕᬊ⦹ᩍ↽ᗭ᮹

ʑᵡᱱอᮝಽŲᗮ᳑ᱶჶ(bundle adjustment) ᮝಽ⧎Ŗᔝb⊂ప

ᮥᙹ⧪⦹Łᯩ݅. ᅙᩑǍᨱᕽ۵ᩢᔢ⃹ญᗭ⥥✙ᭉᨕᯙSocetset (ver.5.6) ᮥᯕᬊ⦹ᩍUAVಽ↍ᩢࡽ6ᰆ᮹ᔍḥᨱݡ⦽⧎Ŗᔝb

⊂పᮥ ᝅ᜽⦹ᩡ݅.

Socetset (ver.5.6)ᨱᕽ⧎Ŗᔝb⊂పᯱഭ⃹ญ۵݅ᵲᖝᕽᔝ b⊂ప(Multi-Sensor Triangulation) ༉ऩᮥᯕᬊ⦹ᩍᙹ⧪⦽݅.

ຝᱡ⥥ಽ᱾✙❭ᯝᮥ ᔾᖒ⦹۵ŝᱶᨱᕽ᳭⢽ᱶ᮹ෝᝅ᜽⦹Ł

⋕ີ௝ԕᇡ⢽ᱶ᫵ᗭ᪡GPS/INS ߑᯕ░ෝ᯦ಆ⦽⬥SET UP - APM - IPM - Blunder Detection-SOLVE᮹ŝᱶᮥ☖⧕↽᳦ᱢ ᮝಽ ⧎Ŗᔝb⊂ప ᖒŝෝ ᨜ᨩ݅. ᩍʑᕽ Fig. 3ᮡ Socetset (ver.5.6)ᨱ᮹⦽⧎Ŗᔝb⊂ప⃹ญ⮱෥ࠥෝᅕᩍᵝŁᯩ݅. ᅙ

⧎Ŗᔝb⊂పᙹ⧪ŝᱶᨱᕽ۵Blunder Detection ŝᱶᮥ☖⦹ᩍ

ŝݡ᪅₉ෝᗭÑ⦽⬥↽᳦ŝᱶᨱᕽ᯵₉sᮥᵥᯕʑ᭥⦹ᩍ᯵₉ sᯕ ⓑ ᱱॅᨱ ݡ⦹ᩍ šಉࡽ ᩢᔢᮥ bb ᩕᨕ ⧕ݚ ᱱॅᯕ

ᱽݡಽ᪍ၵෙ᭥⊹ᨱᯩ۵ḡ⪶ᯙ⦹Łᙹᱶ⦹۵᯲ᨦᮥᙹ⧪⦽݅.

əญŁSOLVE ༉ऩᨱᕽŖᖁ᳑Õ᜾ᄡᙹ᯦ಆ⬥ᯕ్⦽᯲ᨦᮥ

ၹᅖᙹ⧪⦹ᩍ᪅₉sᯕ1/2~1ᩢᔢᗭ᪅₉ᯕԕಽॅᨕ᪅ࠥಾ᳑ᱶ

⦽⬥᯲ᨦᮥ᳦ഭ⦹ᩡ݅. ᩍʑᕽFig. 4(a) and Fig. 4(b)۵bb

⧎Ŗᔝb⊂పᨱᕽᩢᔢ᳑ᱶᱩ₉ၰ᪅₉᳑ᱶ ŝᱶᮥᅕᩍᵝŁ

ᯩ݅.

ຝᱡ⧎Ŗᔝb⊂పᮡḡᔢʑᵡᱱ6}᪡ᱲ⧊ᱱ(tie points) 13}

ෝ ᯕᬊ⦹ᩍ đŝෝ ࠥ⇽⦹ᩡᮝ໑ RMSE X=0.068m, RMSE Y=0.118m, RMSE Z=0.080m, Omega=-0.068Ⲻ Phi=-0.087Ⲻ,

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Table 5. Boundary Points’ Coordinates, Aerial Triangulation Without GCP (units : m)

No. RTK_X RTK_Y UAV_X UAV_Y X Y

GPS12 200376.01 508439.11 200380.78 508435.62 4.77 -3.49

GPS24 200376.54 508409.48 200372.22 508410.29 -4.32 0.81

GPS25 200448.25 508406.45 200447.71 508405.65 -0.54 -0.80

GPS26 200449.69 508393.42 200449.09 508393.46 -0.60 0.04

GPS27 200439.52 508376.19 200439.61 508377.28 0.09 1.09

GPS28 200377.01 508376.86 200381.41 508378.21 4.40 1.35

Mean 0.64 -0.17

RMSE 2.964 1.533

Table 6. Boundary Points’ Coordinates, Aerial Triangulation With GCP (units : m)

No. RTK_X RTK_Y UAV_X UAV_Y X Y

GPS12 200376.01 508439.11 200376.06 508438.91 0.05 -0.20

GPS24 200376.54 508409.48 200376.53 508409.51 -0.01 0.03

GPS25 200448.25 508406.45 200448.26 508406.65 0.01 0.20

GPS26 200449.69 508393.42 200449.78 508393.43 0.09 0.01

GPS27 200439.52 508376.20 200439.56 508376.02 0.04 -0.17

GPS28 200377.01 508376.86 200376.75 508376.97 -0.26 0.11

Mean -0.01 0.00

RMSE 0.114 0.144

Kappa=0.029Ⲻ, Total RMSE = 0.158 mಽӹ┡ԍ݅. ᯕᖒŝ۵

ǎ☁ḡญᱶᅕᬱ᮹⧎Ŗᔍḥ⊂ప᯲ᨦȽᱶ(ᱽ54᳑2⧎)Gᵲࠥ⪵

⇶⃺1:1000᮹Ğᬑ↽ݡs±0.40mෝʑᵡᮝಽእƱ⦹ᩡᮥভ

⧎Ŗᔍḥ⊂ప᯲ᨦȽᱶᨱᕽ ᫵Ǎ⦹۵ ʑᵡᨱ ᇡ⧊⦹ᩡ݅.

݅ᮭᮡݡŖ⢽ḡaᖅ⊹ࡽ⦥ḡĞĥᱱ᮹᭥⊹ෝǍ⦹ʑ᭥⧕

ྕʑᵡᱱ(GPS/INSᨱ᮹⦽᫙ᇡ⢽ᱶ᫵ᗭอᔍᬊ⦽Ğᬑ) ŝʑᵡ ᱱᮥᯕᬊ⦽⧎Ŗᔝb⊂పᮥbbᙹ⧪⦽अ᜽b❱ࠦჶ(on-screen digitizing) ᮝಽ᳭⢽⊂ᱶᮥᙹ⧪⦹ᩡ݅. “᜽b❱ࠦჶ”ᮡᔩಽᬕ

౩ᯕᨕ(layer) ӹᵝᱽ(themes)ෝ᨜ʑ᭥⦹ᩍᜅ⋵ࡽᩢᔢᯕӹ

ࠥ໕ᮝಽᇡ░~ℕᱶᅕෝᮂᦩᮝಽ❱݉⦹ᩍ঑௝a໑ࠥ⩶ᱶᅕෝ

᨜۵ ႊ᜾ᯕ݅. ᯕ ႊჶᮡ ᱥ☖ᱢ ॵḡ┡ᯕḶ ႊ᜾ŝ ᮁᔍ⦹ӹ

ॵḡ┡ᯕᱡ᪡⍅ᕽෝᔍᬊ⦹ḡ ᦫŁᔍᬊᯱa᳭⢽ᱶᅕෝaḥ

ᩢᔢ ੱ۵ ᜅ⋵ࠥ໕ᮥ ႑Ğᮝಽ ⦹ᩍ ᜅⓍฑ ᔢᨱᕽ ษᬑᜅෝ

ᯕᬊ⦹ᩍᮂᦩᮝಽḡࠥ౩ᯕᨕӹḡࠥ᮹ࠥ⩶ᱶᅕ౩ᯕᨕෝ᯲ᖒ

⦹۵ ߑ ᔍᬊࡽ݅.

ᨱ ᮹⦽ Ⅹʑ ᫙ᇡ⢽ᱶ᫵ᗭ(EO: Exterior Orientation) sᮝಽ

⧎Ŗᔝb⊂ప ᙹ⧪ ⬥ ⊂ᱶ⦽ ݡŖ⢽ḡ ᭥⊹᳭⢽(Table 5), ࢱ

ჩṙ, GCPෝᯕᬊ⦽⧎Ŗᔝb⊂పᙹ⧪⬥᜽b❱ࠦჶᨱ᮹⦽

ݡŖ⢽ḡ ᭥⊹᳭⢽ෝ ⊂ᱶ⦹ᩡ݅(Table 6). ᯕᔢ᮹ ᝅ⨹đŝෝ

ᱶญ⧕ᅕ໕, ḡᔢ⊂పᖒŝ᪡ྕʑᵡᱱ⧎Ŗᔝb⊂పᙹ⧪⬥᨜ᮡ

⠪໕᭥⊹᳭⢽₉᮹RMSE X=2.964m Y=1.533m, əญŁḡᔢ⊂

పᖒŝ᪡GCPෝᯕᬊ⦽⧎Ŗᔝb⊂ప⬥᨜ᮡ⠪໕᭥⊹᳭⢽₉᮹

RMSE ⶸX=0.114m ⶸY=0.144mᯕ݅.

3.2 ୨ॷॷ஼ଭ଍౿୨ࢤܑඌԧ

ᅙ⧎ᨱᕽ۵⩥ᰆᅖᬱࡽ⦥ḡĞĥᱱั૾ᨱᖅ⊹ࡽݡŖ⢽ḡ

᳭⢽ෝUAV ᱶᔍᩢᔢ(ᱶᔍᔍḥGSD 20cm, ⧎Ŗᔍḥ᮹ᯱ࠺ᩢ

ᔢᱶ⧊ᮝಽᔾᖒ⦽DEM ⧕ᔢಆ50cm×50cm)ŝḡᔢ⊂ప(Network- RTK ၰT/S ⊂ప) ᮝಽ⊂ᱶ⦹ᩍ᭥⊹ᱶၡࠥෝእƱ⦹ᩡ݅. }ᄥ

⊂ᱶʑჶᨱ঑ෙ᳭⢽እƱđŝ, UAV ᔍḥ⊂ప᮹ᱶᔍᩢᔢ(ᯕ⦹, UAV ᔍḥ⊂ప) ᨱݡ⦽᳭⢽⊂ᱶsŝT/S ⊂ప᮹⠪໕᭥⊹₉ᯕ᮹

RMSE ⶸX=0.205m, RMSE ⶸY=0.294m, UAV ᔍḥ⊂పŝ

Network-RTK ⊂పᨱ᮹⦽⠪໕᭥⊹₉ᯕ᮹RMSE ⶸX=0.174m, RMSE ⶸY=0.298m, əญŁUAV ᔍḥ⊂పŝḡᱢ⪶ᱶᖒŝ᪡᮹

⠪໕᭥⊹₉ᯕ᮹RMSE ⶸX=0.202m, RMSE ⶸY=0.295m ಽ

X, Y ႊ⨆ᮝಽᯝᱶ⦽⠙᭥(X ႊ⨆⠙᭥ჵ᭥0.174m~0.205m, Y ႊ⨆ ⠙᭥ ჵ᭥ 0.294m~0.298m)ෝ ӹ┡ԍ݅.

ᯕäᮡᩢᔢᱶ⧊ʑჶᨱ᮹⦽ᱶᔍᩢᔢᱽ᯲ᨱᔍᬊࡽᙹ⊹⢽Ł

༉ߙ(DEM: Digital Elevation Model)᮹ᇡᱶ⪶ᖒ, əญŁ᜽ჵݡ

(6)

Table 7. Coordinates Differences by UAV Photogrammetry, Terrestrial Surveying, and Cadastre Results (units : m) Measurement

methods Points

UAV photogrammetry - Network-RTK

UAV photogrammetry - T/S

Cadastre results

Dx Dy Dx Dy Dx Dy

GPS0012 -0.116 0.075 -0.120 -0.116 -0.119 -0.115

GPS0024 -0.024 -0.067 0.021 0.011 0.019 0.010

GPS0025 0.010 -0.115 0.022 0.140 0.024 0.142

GPS0026 0.040 -0.020 0.043 0.026 0.044 0.030

GPS0027 0.087 0.199 0.115 -0.154 0.114 -0.157

GPS0028 -0.081 -0.158 -0.106 0.170 -0.102 0.166

GPS0029 0.054 0.079 0.058 0.040 0.056 0.036

Mean -0.004 -0.001 0.005 0.017 0.005 0.016

Std 0.074 0.125 0.086 0.120 0.085 0.120

RMSE 0.174 0.298 0.205 0.294 0.202 0.295

Table 8. Comparison of Area Calculated by Measurement Methods (units : m2)

Measurement methods Network-RTK surveying (A) UAV photogrammetry (B) T/S surveying (C) Cadastral surveying (D)

Area 933.118 931.9289 933.112 933.0811

Area differences

w. r. t those of cadastral parcel 0.118 -1.0711 0.112 0.0811

(a) Determined coordinates (b) Network-RTK

(c) T/S (d) UAV photogrammetry

Fig. 5. Map Comparison Derived From Measurement Methods

ᔢḡᩎԕʑᵡᱱ᮹ᇩɁ॒႑⊹॒ᩍ్᫵ᯙᯕᅖ⧊ᱢᮝಽ᯲ᬊ⦽

äᮝಽᔍഭࡽ݅. ə్ӹTable 7ᨱᕽUAV ᔍḥ⊂ప᮹ᱶᔍᔍḥ, ḡᔢ⊂ప(Network-RTK ၰT/S⊂ప), ḡᱢ⪶ᱶᖒŝ᪡᮹₉ᯕ᮹

⢽ᵡ⠙₉(Standard deviation)ᮥᔕ⠕ᅕ໕X ႊ⨆0.074~0.085m, Y ႊ⨆0.120m~0.125mෝᅕᩡ݅. əญŁ7}⊂ᱱᨱݡ⦽UAV ᔍḥ⊂పŝḡᔢ⊂ప(Network-RTK ၰT/S⊂ప), ḡᱢ⪶ᱶᖒŝ᪡

᮹₉ᯕ᮹⠪ɁᩑđƱ₉۵bb0.123cm, 0.121cm, əญŁ0.120 cmᯕ݅. ᯕsॅᮡḡᱢ⊂ప᜽⧪Ƚ⊺ᱽ27᳑ḡᱢ⊂పᖒŝ᮹đᱶ ᨱᕽĞĥᱱ᳭⢽॒ಾᇡ᜽⧪ḡᩎ᮹Ğĥᱱᨱݡ⦽ḡᱢ⊂పᖒŝ᪡

áᔍᖒŝ᮹ᩑđƱ₉ÞáöćÏâ€Ïß ⨩ᬊჵ᭥ᯙ10cmෝ

ჸᨕԍḡอ, ᯕsᮡᱶᔍᩢᔢ᮹⇽ಆ⧕ᔢಆ}ᖁ, Ł⧕ᔢᙹ⊹⢽Ł

ࠥߙᱢᬊᮥ☖⧕ḡᱢ⩥⫊⊂పᨱᱢᬊa܆ᖒࠥᱱá⧕ᅝ⦥᫵a

ᯩ݅. ə్ӹ ᯕ ᖒŝॅᮡ ḡᱢ ⦥ĥᱱᨱ ݡŖ⢽ḡෝ ᖅ⊹⦹Ł

᨜ᮡᖒŝಽᯱᩑĞĥaݡᇡᇥᯙḡᱢ᮹ ĞᬑUAV᮹ᱢᬊᮥ

᭥⧕ᕽ ޵ᬒ ฯᮡ ᩑǍa ⦥᫵⧁ äᯕ݅.

3.3 ࡟ୡण֗

ᅙ⧎ᨱᕽ۵UAV ᔍḥ⊂పᨱ᮹⦽ᱶᔍᩢᔢᮥᯕᬊ⧕᜽b❱ࠦ

ჶᮝಽ ≉ा⦽ ᳭⢽໕ᱢ, Network-RTK ၰ T/S ḡᔢ⊂పᮝಽ

ᔑᱶ⦽᳭⢽໕ᱢ, əญŁḡᱢ᮹Ŗᇡݡᰆ໕ᱢŝ⪶ᱶᖒŝ໕ᱢᮥ

(7)

ᕽಽእƱ⦹ᩡ݅. ݡᰆ໕ᱢ(933.00m2)ᮥʑᵡᮝಽ⊂ᱶʑჶᄥ໕ (UAV ᔍḥ⊂ప)᮹₉ᯕaၽᔾ⦹ᩡᮝ໑, ᯕäᮡ᜾h á ×í×ÏÓÏt öćm(A: ⨩ᬊ໕ᱢ, M: ⇶⃺ᇥ༉, F: ݡᰆ໕ᱢ, ࠥ⧕ḡᱢ) ᨱ᮹⧕

ᔑ⇽ࡽ⨩ᬊ໕ᱢᯙ24.778m2ᯕԕᨱ⧕ݚ⦹۵äᮥ᦭ᙹᯩᨩ݅.

Fig. 5۵b⊂పʑჶᄥಽ⊂ᱶ⦽⦥ḡĞĥᱱ᮹᳭⢽ෝAutocad civil 3D 2008ᮥᯕᬊ⧕ᕽࠥ᜽⦽äᮝಽ(a)⪶ᱶ᳭⢽, (b)Network- RTK, (c)T/S, əญŁ(d)Ł⧕ᔢUAV ᱶᔍᩢᔢᮥᯕᬊ⦽᳭⢽⊂ᱶ ʑჶᨱ ᮹⦽ ⦥ḡĞĥᱱ ᳭⢽⇵⇽ ᖒŝෝ bb ࠥ᜽⦽ äᯕ݅.

᭥ᨱᕽ ࠥ⇽ࡽ ᭥⊹ᱶၡࠥ᪡ ໕ᱢ እƱ ॒ ᖒŝᇥᕾᮥ ☖⧕

ḡࠥᱽ᯲॒ᱶၡ᯲ᨦᮥ ᫵Ǎ⦹۵ᇡᇥᨱUAV ᔍᬊᮥ᭥⧕ᕽ

⋕ີ௝⋹ญቭ౩ᯕᖹ, ḡᔢʑᵡᱱ႑⊹, ᙹ⊹⢽Ł༉ߙᱶ⪶ࠥ}ᖁ

ၰ ⧎Ŗᔝb⊂పᱶ⪶ࠥ }ᖁ ॒݅᧲⦽ ᫵Õᮥ Łಅ⦽ᩑǍa

ḡᗮࡹᨕ᧝ ⧁ äᮝಽ ❱݉ࡽ݅.

4. đು

ᅙᩑǍ۵↽ɝ݅᧲⦽ᇥ᧝ᨱᕽᱢᬊᯕ᜽ࠥࡹŁᯩ۵ⅩĞపŁ ᱶᯖྕᯙ⧎Ŗʑᔍḥ⊂ప᮹ᱶᔍᩢᔢ᮹ᱶ⪶ࠥෝ⠪a⦹Łᯱ⦹ᩡ

݅. əญŁ⧎Ŗᔝb⊂పၰ᭥⊹ᱶၡࠥ⠪a, əญŁḡᱢ⦥ĥᱱ

᳭⢽ෝᯕᬊ⦽໕ᱢእƱෝ☖⧕݅ᮭŝzᮡđುᮥࠥ⇽⦹ᩡ݅.

(1) UAV ᔍḥ⊂పᨱᕽ6}GCP᪡13}ᱲ⧊ᱱᮥᯕᬊ⦹ᩍ⧎Ŗ ᔝb⊂పᮥᙹ⧪⦽đŝ, RMSE X=0.068m, RMSE Y=0.118m, RMSE Z=0.080m, Omega=-0.068Ⲻ, Phi=-0.087Ⲻ, Kappa=0.029Ⲻ, Total RMSE = 0.158mಽ ӹ┡ԍ݅.

(2) UAV ᔍḥ⊂ప᮹ᱶᔍᩢᔢŝḡᔢ⊂ప(Network-RTK) ᮝಽ

⦥ḡĞĥᱱᨱᖅ⊹ࡽݡŖ⢽ḡ᮹⠪໕᭥⊹₉ᯕ᮹RMSE ⶸ X=0.174m, RMSE ⶸY=0.298mಽ ӹ┡ӽ ၹ໕ Std. ⶸ X=0.074m, Std.ⶸY = 0.125mᯕ݅. ᯕ౑ⓑRMSE s᮹

ၽᔾᬱᯙᮡ ᱶᔍᩢᔢ ᱽ᯲ᨱ ᔍᬊࡽ DEM ᱶ⪶ࠥ, ⋕ີ௝

áᱶs᮹ᇩ⪶ᝅᖒ, ḡᔢʑᵡᱱ႑⊹᪡᜽b❱ࠦჶ᮹᳭⢽š

⊂ ᜽ }ᯙᱢ ᪅₉ ॒ᨱ ʑᯙ⦽ äᮝಽ ❱݉ࡽ݅.

(3) }ᄥ⊂ᱶʑჶᨱ঑ෙ⦥ḡ໕ᱢᇥᕾđŝ, ⩥ḡᅖᬱĞĥᱱᨱ

ݡ⧕UAVᔍḥ⊂ప᮹ᱶᔍᩢᔢᮥᯕᬊ⦹ᩍ᜽b❱ࠦʑჶᮝ ಽ≉ा⦽᳭⢽໕ᱢŝḡᱢŖᇡݡᰆ໕ᱢᮥᕽಽእƱ⦹ᩡ݅.

ݡᰆ໕ᱢᮥʑᵡᮝಽUAV ᔍḥ⊂పᖒŝ᪡እƱđŝ₉ᯕa

1.0711m2ಽ ᝅ⨹ݡᔢḡ 1⦥ḡ ⨩ᬊ໕ᱢ 24.778m2ᯕԕᨱ

⧕ݚ⦹۵ äᮝಽ ӹ┡ԍ݅.

⨆⬥ⅩĞపྕᯙ⧎Ŗʑ᮹ᰆᱱᯙᱡŁࠥእ⧪ᨱ᮹⦽Ł⧕ᔢ

ᩢᔢ≉ाŝŁᱶၡᱶᔍᩢᔢᔾᖒ॒ᮥ☖⧕ๅ⦲(mapping) ᱶ⪶

ࠥ⠪aᇡྙ, GPS/INS ॒ᖝᕽđ⧊ᇡྙ, ᩢᔢ⃹ญᇡྙၰᰍ⧕ᰍ ӽ॒᭥⨹ḡᩎၰእᱲɝḡᩎᨱᕽ᮹᮲ᬊႊᦩษಉ॒ᝍࠥᯩ۵

ᩑǍa ⦥᫵⧁ äᮝಽ ᔍഭࡽ݅.

qᔍ᮹ɡ

ᅙםྙᯕ᪥ᖒࡹʑʭḡᯱഭᱽŖᨱ⩲᳑⧕ᵝᝁ⼎࠺ᬱ⊂ప⎹

ᖅ┥✙ ᯥᙹᅪ ݡ⢽ᯕᔍܹ̹ ḥᝍᮝಽ qᔍෝ ऽพܩ݅.

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