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GPS YER KONTROL NOKTALARI KULLANILARAK LiDAR VERİSİNİN DOĞRULUK ANALİZİ

Yıl 2016, Cilt: 4 Sayı: 1, 40 - 54, 01.03.2016
https://doi.org/10.15317/Scitech.2016116094

Öz

Günümüzde, harita üretiminde kullanılan çalışmalarda, geleneksel ölçüm tekniklerinden farklı olarak hem daha hızlı, hem de doğruluğu daha yüksek yeryüzü verisi elde etme çabaları gün geçtikçe artmaktadır. Bu çalışmada, elektromanyetik spektrumun 1.064nm yakın infrared bölgesinde algılama yapan bir Uzaktan Algılama Tekniği olan Hava LiDAR teknolojisinin, yatay ve düşey doğruluğunun RTK/GPS verileri ile (Real Time Kinematik- Global Positioning System) test edilmesi amaçlanmıştır. Bu kapsamda, Türkiye’nin Doğu Karadeniz bölgesinde yer alan Artvin İli Borçka ilçesinde 2x2 km2 büyüklüğünde bir ormanlık bölge, çalışma alanı olarak seçilmiştir. Çalışmada, RTK/GPS ile elde edilmiş Yer Kontrol Noktaları (YKN) ile bu noktaların karşılık geldiği LiDAR noktalarının belirlenmesi için arama çapı yöntemi geliştirilmiş ve ayrıca, değişik arazi kategorileri için karşılaştırmalı test sonuçları ortaya konulmuştur. Çalışmanın sonucunda, düşey hata miktarı (KOHz) normal dağılımda 0.20 m olarak ve %95 güven aralığında düşey doğruluk (doğrulukz) ise 0.39m olarak bulunmuştur. Yatay hata (KOHr) normal dağılımda minimum 0.36m, maksimum 1.01m; yatay doğruluk (doğrulukr) ise %95 güven aralığında minimum 0.62m, maksimum 1.75m düzeyinde gerçekleşmiştir. Bu çalışmada kullanılan Hava LiDAR verisi için düşey doğruluk, yatay doğruluğa göre yaklaşık iki kat daha prezisyonlu olarak gerçekleşmiştir.

Kaynakça

  • Aguilar, F. J., Mills, J. P., Delgado, J., Aguilar, M. A., Negreiros, J. G., and Perez, J. L. , 2010, " Modelling Vertical Error in LiDAR Derived Digital Elevation Models", ISPRS Journal of Photogrammetry and Remote Sensing, 65(1), ss.103–110.
  • ASPRS, 1990, ''ASPRS Accuracy Standards for Large-Scale Maps, Photogrammetric Engineering and Remote Sensing'', 56(7): 1068-1070, American Society for Photogrammetry and Remote Sensing (ASPRS), Bethesda, MD.
  • ASPRS, 2004, ''ASPRS Guidelines, Vertical Accuracy Reporting for Lidar Data'', May 24, 2004, American Society for Photogrammetry and Remote Sensing (ASPRS), Bethesda, MDASPRS Guidline Vertical Accuracy Reporting for Lidar Data
  • Edson, C., and Wing, M. G. , 2015, " LiDAR Elevation and DEM Errors in Forested Settings " Modern Applied Science, 9(2), ss.139–157.
  • Erdoğan, H.E, 2003, "Toprak Tanımlama Kılavuzu", Tarım Reformu Genel Müdürlüğü,Ankara FGDC. (1998). Geospatial positioning accuracy standards, part 3—National Standard for spatial data accuracy: Federal Geographic Data Committee, Subcommittee for Base Cartographic Data,FGDC-STD-007.3–1998, 20 p.
  • Hodgson, M. E., and Bresnahan, P. ,2004, " Accuracy of Airborne Lidar-Derived Elevation Empirical Assessment and Error Budget",,Photogrammetric Engineering and Remote Sensing, 70(3), ss.331– 339.
  • Hodgson, M. E., Jensen, J. R., Schmidt, L., Schill, S., and Davis, B., 2003, "An evaluation of LIDAR and IFSAR Derived Digital Elevation Models in Leaf on Conditions with USGS Level 1 and Level 2 DEMs." Remote Sensing of Environment, 84(2), ss.295–308.
  • Liu, X. , 2011, " Accuracy Assessment of Lidar Elevation Data Using Survey Marks Survey Review", 43(319), ss.80–93.
  • Montane, J. M., and Torres, R., 2006, "Accuracy Assessment of Lidar Saltmarsh Topographic Data Using RTK GPS " Photogrammetric Engineering and Remote Sensing, 29208(August), ss.961–967.
  • NDEP, 2004, ''Guidelines for Digital Elevation Data'', Version 1.0, National Digital Elevation Program, May 10, 2004, c/o U.S. Geological Survey (USGS), Reston, VA.
  • NSSDA., 1998, '' Geospatial Positioning Accuracy Standards, Part 3: National Standard for Spatial Data Accuracy'' Federal Geographic Data Committee (FGDC), c/o U.S. Geological Survey (USGS), Reston, VA.
  • Pereira, L., and Janssen, L., 1999, '' Suitability of laser data for DTM generation: a case study in the context of road planning and design'', ISPRS Journal of Photogrammetry and Remote Sensing, Vol. 54, pp. 244–253.
  • Pourali, S., Arrowsmith, C., and Chrisman, N., 2014, "Vertical Accuracy Assessment of LiDAR Ground Points Using Minimum Distance Approach", (April), ss.7–9.
  • Reutebuch, S. E., McGaughey, R. J., Andersen, H. E., and Carson, W. W. , 2003, " Accuracy of a High Resolution Lidar Terrain Model Under a Conifer Forest Canopy", Canadian Journal of Remote Sensing, 29(5), ss.527–535.
  • Stal, C., Nuttens, T., Bourgeois, J., Carlier, L., Maeyer, P. De, and De, A., 2011, " Accuracy assessment of a LiDAR Digital Terrain Model by Using RTK GPS and Total Station", 10(1), ss. 1–8.
  • Veneziano, D., 2002, ''Accuracy evaluation of LIDAR-derived terrain data for highway location'',
  • Vosselman, G., 2008, "Analysis of Planimetric Accuracy of Airborne Laser Scanning Surveys" International Institute for Geo-Information Science and Earth Observation, (ITC), Netherland, Vol. XXXVII, part B3a., ss.99–104.
  • Webster, T. L. , 2005, " LIDAR Validation Using GIS: A Case Study Comparison Between Two LIDAR Collection Methods", Geocarto International, 20(4), ss.11–19.
  • Webster, T. L., and Dias, G., 2006, An automated GIS Procedure for Comparing GPS and Proximal LIDAR elevation, Computers and Geosciences, 32(6), ss. 713–726.

Accuracy Management of LiDAR Data Using GPS Ground Control Points

Yıl 2016, Cilt: 4 Sayı: 1, 40 - 54, 01.03.2016
https://doi.org/10.15317/Scitech.2016116094

Öz

Nowadays, both faster and more accurate data acquisition studies are gradually gaining speed, different of traditional land surveying technics in order to obtain land data having high accuration and geometric resolution on mapping. In this study, it is aimed that, to test with RTK/GPS (Real Time Kinematic-Global Positioning System) data of LiDAR (Light Detection and Ranging) Technology, as Remote Sensing Technic, making detection at 1.064nm near infrared region of electromagnetic spectrum in terms of planimetric and vertical accuracy. İn this context, 2x2 km2 forested land, located in Borçka province of Artvin City in the Eastern Black Sea Region of Turkey was selected as study area. In this study, position and elevation differences were estimated between Ground Control Points (GCP) acquired by RTK- and the corresponding LiDAR points, and then, the relationship between the accuracies of these values was tested with search radius method as compared with. Vertical error (RMSEz) was found as 0.20m in normal distribution while it was 0.39 m, vertical accuracy (accuracyz) in 95% confidence interval, Planimetric error (RMSEr) was found as minimum 0.36m, maximum 1.01m, while it was minimum 0.62m, maximum 1.75m planimetric accuracy (accuracyr) in 95% confidence interval. As a result, it was seen that the horizontal error was as twice as the vertical error.

Kaynakça

  • Aguilar, F. J., Mills, J. P., Delgado, J., Aguilar, M. A., Negreiros, J. G., and Perez, J. L. , 2010, " Modelling Vertical Error in LiDAR Derived Digital Elevation Models", ISPRS Journal of Photogrammetry and Remote Sensing, 65(1), ss.103–110.
  • ASPRS, 1990, ''ASPRS Accuracy Standards for Large-Scale Maps, Photogrammetric Engineering and Remote Sensing'', 56(7): 1068-1070, American Society for Photogrammetry and Remote Sensing (ASPRS), Bethesda, MD.
  • ASPRS, 2004, ''ASPRS Guidelines, Vertical Accuracy Reporting for Lidar Data'', May 24, 2004, American Society for Photogrammetry and Remote Sensing (ASPRS), Bethesda, MDASPRS Guidline Vertical Accuracy Reporting for Lidar Data
  • Edson, C., and Wing, M. G. , 2015, " LiDAR Elevation and DEM Errors in Forested Settings " Modern Applied Science, 9(2), ss.139–157.
  • Erdoğan, H.E, 2003, "Toprak Tanımlama Kılavuzu", Tarım Reformu Genel Müdürlüğü,Ankara FGDC. (1998). Geospatial positioning accuracy standards, part 3—National Standard for spatial data accuracy: Federal Geographic Data Committee, Subcommittee for Base Cartographic Data,FGDC-STD-007.3–1998, 20 p.
  • Hodgson, M. E., and Bresnahan, P. ,2004, " Accuracy of Airborne Lidar-Derived Elevation Empirical Assessment and Error Budget",,Photogrammetric Engineering and Remote Sensing, 70(3), ss.331– 339.
  • Hodgson, M. E., Jensen, J. R., Schmidt, L., Schill, S., and Davis, B., 2003, "An evaluation of LIDAR and IFSAR Derived Digital Elevation Models in Leaf on Conditions with USGS Level 1 and Level 2 DEMs." Remote Sensing of Environment, 84(2), ss.295–308.
  • Liu, X. , 2011, " Accuracy Assessment of Lidar Elevation Data Using Survey Marks Survey Review", 43(319), ss.80–93.
  • Montane, J. M., and Torres, R., 2006, "Accuracy Assessment of Lidar Saltmarsh Topographic Data Using RTK GPS " Photogrammetric Engineering and Remote Sensing, 29208(August), ss.961–967.
  • NDEP, 2004, ''Guidelines for Digital Elevation Data'', Version 1.0, National Digital Elevation Program, May 10, 2004, c/o U.S. Geological Survey (USGS), Reston, VA.
  • NSSDA., 1998, '' Geospatial Positioning Accuracy Standards, Part 3: National Standard for Spatial Data Accuracy'' Federal Geographic Data Committee (FGDC), c/o U.S. Geological Survey (USGS), Reston, VA.
  • Pereira, L., and Janssen, L., 1999, '' Suitability of laser data for DTM generation: a case study in the context of road planning and design'', ISPRS Journal of Photogrammetry and Remote Sensing, Vol. 54, pp. 244–253.
  • Pourali, S., Arrowsmith, C., and Chrisman, N., 2014, "Vertical Accuracy Assessment of LiDAR Ground Points Using Minimum Distance Approach", (April), ss.7–9.
  • Reutebuch, S. E., McGaughey, R. J., Andersen, H. E., and Carson, W. W. , 2003, " Accuracy of a High Resolution Lidar Terrain Model Under a Conifer Forest Canopy", Canadian Journal of Remote Sensing, 29(5), ss.527–535.
  • Stal, C., Nuttens, T., Bourgeois, J., Carlier, L., Maeyer, P. De, and De, A., 2011, " Accuracy assessment of a LiDAR Digital Terrain Model by Using RTK GPS and Total Station", 10(1), ss. 1–8.
  • Veneziano, D., 2002, ''Accuracy evaluation of LIDAR-derived terrain data for highway location'',
  • Vosselman, G., 2008, "Analysis of Planimetric Accuracy of Airborne Laser Scanning Surveys" International Institute for Geo-Information Science and Earth Observation, (ITC), Netherland, Vol. XXXVII, part B3a., ss.99–104.
  • Webster, T. L. , 2005, " LIDAR Validation Using GIS: A Case Study Comparison Between Two LIDAR Collection Methods", Geocarto International, 20(4), ss.11–19.
  • Webster, T. L., and Dias, G., 2006, An automated GIS Procedure for Comparing GPS and Proximal LIDAR elevation, Computers and Geosciences, 32(6), ss. 713–726.
Toplam 19 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular Mühendislik
Diğer ID JA46ZZ35EN
Bölüm Makaleler
Yazarlar

Nuray Baş Bu kişi benim

Hakan Çelik Bu kişi benim

H. Gonca Coşkun Bu kişi benim

Yayımlanma Tarihi 1 Mart 2016
Yayımlandığı Sayı Yıl 2016 Cilt: 4 Sayı: 1

Kaynak Göster

APA Baş, N., Çelik, H., & Coşkun, H. G. (2016). GPS YER KONTROL NOKTALARI KULLANILARAK LiDAR VERİSİNİN DOĞRULUK ANALİZİ. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi, 4(1), 40-54. https://doi.org/10.15317/Scitech.2016116094
AMA Baş N, Çelik H, Coşkun HG. GPS YER KONTROL NOKTALARI KULLANILARAK LiDAR VERİSİNİN DOĞRULUK ANALİZİ. sujest. Mart 2016;4(1):40-54. doi:10.15317/Scitech.2016116094
Chicago Baş, Nuray, Hakan Çelik, ve H. Gonca Coşkun. “GPS YER KONTROL NOKTALARI KULLANILARAK LiDAR VERİSİNİN DOĞRULUK ANALİZİ”. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi 4, sy. 1 (Mart 2016): 40-54. https://doi.org/10.15317/Scitech.2016116094.
EndNote Baş N, Çelik H, Coşkun HG (01 Mart 2016) GPS YER KONTROL NOKTALARI KULLANILARAK LiDAR VERİSİNİN DOĞRULUK ANALİZİ. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi 4 1 40–54.
IEEE N. Baş, H. Çelik, ve H. G. Coşkun, “GPS YER KONTROL NOKTALARI KULLANILARAK LiDAR VERİSİNİN DOĞRULUK ANALİZİ”, sujest, c. 4, sy. 1, ss. 40–54, 2016, doi: 10.15317/Scitech.2016116094.
ISNAD Baş, Nuray vd. “GPS YER KONTROL NOKTALARI KULLANILARAK LiDAR VERİSİNİN DOĞRULUK ANALİZİ”. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi 4/1 (Mart 2016), 40-54. https://doi.org/10.15317/Scitech.2016116094.
JAMA Baş N, Çelik H, Coşkun HG. GPS YER KONTROL NOKTALARI KULLANILARAK LiDAR VERİSİNİN DOĞRULUK ANALİZİ. sujest. 2016;4:40–54.
MLA Baş, Nuray vd. “GPS YER KONTROL NOKTALARI KULLANILARAK LiDAR VERİSİNİN DOĞRULUK ANALİZİ”. Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi, c. 4, sy. 1, 2016, ss. 40-54, doi:10.15317/Scitech.2016116094.
Vancouver Baş N, Çelik H, Coşkun HG. GPS YER KONTROL NOKTALARI KULLANILARAK LiDAR VERİSİNİN DOĞRULUK ANALİZİ. sujest. 2016;4(1):40-54.

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