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Application of LiDAR Technology for GCP Determination in Papua Topographic Mapping Scale 1:50.000. Wildan Firdaus - 2011. LiDAR Photos. Bakosurtanal >> BIG Backgrounds Problems Solution Methodology Results Discussions Conclusions. Our Team. From Bakosurtanal into the BIG. beranda.
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Application of LiDAR Technology for GCP Determination in Papua Topographic Mapping Scale 1:50.000 Wildan Firdaus - 2011
LiDAR Photos Bakosurtanal >> BIG Backgrounds Problems Solution Methodology Results Discussions Conclusions
From Bakosurtanal into the BIG beranda
BACKGROUND (1) • Bakosurtanal (now BIG) has responsibility to provide Topographic Map for all area in Indonesia at different scale • Bakosurtanal (now BIG) has many old aerial photos in Papua (photo scale 1:20.000) lanjut
BACKGROUND (2) • Since topography of Papua is unchanged for last 20 years, it is possible to create Topographic Map at map scale 1:50.000 by using old aerial photograph data • Aerial photo data acquisition years: 1990 – 1996 beranda
PROBLEMS • There is no Ground Control Point (GCP) on aerial photo • Aerial Triangulation (AT) need GCP • It is very expensive and inefficient to collect GCP by terrestrial survey since it is very large area and difficult to access some places in Papua beranda
SOLUTION (1) • LiDAR (Light Detection and Ranging) is a latest technology in remote sensing • LiDAR provide elevation data at very high accuracy and density at a relatively short time for large area lanjut
SOLUTION (2) • LiDAR combined with medium format digital camera to provide image data • It is possible to use LiDAR data for GCP determination on old aerial photo beranda
LiDAR System (1) lanjut
LiDAR System (2) lanjut
LiDAR System (3) lanjut
LiDAR System (4) beranda
METHODOLOGY Aerial Photo AT Workflow LiDAR Workflow List of Coordinate Measurement - Digital Terrain Model - Ortho Image Bundle Adjustment GCP Determination List of GCP Coordinate Exterior Orientation lanjut
LiDAR Workflow lanjut
AT Workflow beranda
Pricking (1) • Pricking Transfer point from digital image LiDAR to Aerial Photo and then performed pricking on Diapositive lanjut
RESULT (1) • LiDAR Data Acquisition and Processing Digital Surface Model (DSM) Digital Terrain Model (DTM) Ortho Image 800 GCP Coordinates lanjut
RESULT (2) • Aerial Triangulation (AT) RMS GCP RMS X = 2.867 m RMS Y = 3.102 m RMS Z = 0.864 m RMS requirement RMS XY ≤ 5 m RMS Z ≤ 2 m lanjut
RESULT (3) • Aerial Triangulation (AT) Sigma Naught = 36,98 micron Sigma Naught requirement ≤ 30 micron beranda
DISCUSSION (1) • LiDAR data can be generate to become DSM and DTM • LiDAR data result have good quality of precision that fulfill the specification • This methodology which used for collect GCP from LiDAR data able to meet requirement lanjut
DISCUSSION (2) • Comparing between old aerial photo (90’s) and digital image from LiDAR (2010), there are many changes in detail lanjut
DISCUSSION (4) • It is difficult to identify detail since work area is densely forested beranda
CONCLUSION (1) • LiDAR data has a very high intensity and density • LiDAR technology make pricking process easier lanjut
CONCLUSION (2) • Inaccurate measurement in AT caused by many changes in detail between old aerial photo and digital image, Hard to identify the point on old aerial photograph. lanjut
CONCLUSION (3) • Digital image from medium camera integrated with LiDAR make it very helpful in points identification and point transfer lanjut
CONCLUSION (4) • Quality of GCP that are generated from LiDAR data is relatively good • GCP RMS fulfill the specification from Bakosurtanal (now BIG) lanjut beranda
THANK YOU beranda