معالجة التشوهات في نموذج الارتفاع الرقمي
المنتج من المرئيات المزدوجة
آلية مقترحة
تأليف : نادية بنت عوض السفري
أ.د. علي بن معاضة الغامدي (م. مشارك)
قسم الجغرافيا - كلية الآداب - جامعة الملك سعود - الرياض
المجلة العربية لنظم المعلومات الجغرافية - الجمعية الجغرافية السعودية -السعودية - المجلد 9 - العدد 1- أبريل 2016 - ص ص 94 - 125:
Artifacts Correction Of Dems Produced From Stereo-Pair Images: A Proposed Methodology
Nadiah A. Al-Safri
Ali M. Al-Ghamdi
Dept. of Geography, King Saud University
Abstract:
This study aims at correcting the artifacts of digital elevation model (DEM) commonly associated with the DEMs production from Stereo-pair images. The correction process in this study was accomplished through re-production of the DEM using Ordinary Krigingto remove the artifacts in order to obtain a much more natural looking topographic surface as it appears in reality. Such a correction is therefore regarded to be from a cartographic representation perspective for cases where: 1) obtaining high-quality reference data for correction proved to be difficult or impossible; and 2) thecorrectionprovide a cartographic product which can be accepted from the user perspective, such as the product’s usage will be for pure display or theoretical modeling purposes. Since removal of artifactsusing traditional routines, such as filtering, does not achieve acceptable results, this study proposes a 5-step methodology based on spatial interpolation. The proposed methodology proved to be a successful in obtaining proper results; namely being able to remove most of the artifacts whilst preserving the most of the topographic surface details shown inthe original DEM. Achieving the most possible relative accuracy of the corrected DEM using the proposed methodology is however primarily dependent on judicious application of methodology’s rationale, steps and criteria. Should the users find the methodology meets their requirement, in terms of the methodology’s rationale, it is then fair not ask or expect to find an accuracy higher than that of the original uncorrected DEM.
Key words: DEM, Error, Spatial Interpolation, Kriging.
المصادر والمراجع
أولاً: المراجع العربية:
ديميرس ماكيل ، (2011 )، النمذجة الخلوية في نظم المعلومات الجغرا فية ، ترجمة: علي معاضة الغامدي، جامعة الملك سعود النشر العلمي المطابع الرياض .
ثانياً: المراجع غير العربية:
Abd Aziz, Samsuzana, (2008), Development Of Digital Elevation Models (Dems) For Agricultural Applications, Graduate Theses and Dissertations: Doctor of Philosophy, Iowa State University.
Albani, Marco and Klink Enberg, Brian, (2003), "A Spatial Filter For The Removal Of Striping Artifacts In Digital Elevation Models", Photogrammetric Engineering & Remote Sensing, Vol. 69, No. 7, p.p. 755–765.
Arrell, K., Wise, S., Wood, J. & Donoghue, D., (2008), "Spectral Filtering As A Method Of Visualizing And Removing Striped Artefacts In Digital Elevation Data", Earth Surface Processes and Landforms, Vol. 33, No.6, p.p. 943-961. doi: 10.1002/esp.1597.
Burrough, Peter A.,and McDonnell Rachael A., (2005), Principles of Geographical Information Systems, Oxford University Press.
Childs, Colin,(2004), Interpolating Surfaces In Arc Gis Spatial Analyst, Arc User, July-September, Developer's Corner, p.p.32-35.
ESRI, (1995-2010), Geostatistical Analyst Tutorial, URL:
http://help.arcgis.com/en/arcgisdesktop/10.0/ pdf/geostatistical-analyst-tutorial.pdf.
Federal Geographic Data Committee, (1998), Geospatial Positioning Accuracy Standards,Part 3: National Standard for Spatial Data Accuracy, Reston, Virginia.
Giles, P. T. and Franklin, S. E., (1996), "Comparison Of Derivative Topographic Surfaces Of A DEM Generated From Stereoscopic SPOT Images With Field Measurements", Photogrammetric Engineering and Remote Sensing, Vol. 60, No. 10, p.p. 1165-1171.
Isaaks, E.H. and Srivastava, R.M., (1989), Applied Geostatistics, Oxford University Press.
Jenson, S. K. and Domingue, J. O., (1988), "Extracting Topographic Structure From DigitalElevation Data For Geographic Information System Analysis", Photogrammetric Engineering and Remote Sensing, Vol. 54, No.11, p.p.1593-1600.
Kevin Johnston, Jay M. Ver Hoef, Konstantin Krivoruchko, and Neil Lucas, (2003), Arc GIS9 Using ArcGIS® Geostatistical Analyst, Copyright 2001, 2003 ESRI, Printed in the United States of America.
Muhsin, Israa Jameel, (2013), "High Spatial Resolution Digital Elevation Model (DEM) Production Using Different Interpolations Techniques", Iraqi Journal of Physics, Vol.11, No.21, p.p. 116-126.
Negreiros, João, Costa, et al, (2007), Autocorrelation, Autoregression And Kriging: Appraisal For The Spatial Interpolation Issue, ISBN 978-972-8859-71-8, International Statistics Institute 56th Conference, Lisbona, Portugal (Ago 07).
Oimoen, MJ., (2000), "An Effective Filter For Removal Of Production Artefacts In U.S. Geological Survey 7.5-Minute Digital Elevation Models", Proceedings of the Fourteenth International Conference on Applied Geologic Remote Sensing, 06–08 November, Las Vegas, Nevada (Veridian ERIM International, Ann Arbor, Michigan),pp. 311–319.
Reuter, H.I., Hengl, T., Gessler, P. and Soile, P., (2009), "Preparation Of Dems For Geo morphometric Analysis", Developments in Soil Science, Vol.33, p.p.87-120.
Siska, Peter P., etal,(2005), PredictingOrdinary Kriging Errors Caused By Surface Roughness And Dissectivity, Earth Surface Processes and Landforms 30,p.p. 601–612, Published online in Wiley InterScience.
Siska, Peter P., etal,(2005), PredictingOrdinary Kriging Errors Caused By Surface Roughness And Dissectivity, Earth Surface Processes and Landforms 30,p.p. 601–612, Published online in Wiley InterScience.
Sunila, Rangsima and Virrantaus, Kirsi, (2011), "Digital Elevation Model Construction Using Geostatistics And Geological Expert Knowledge –A Case Study In Oitti Area In Southern Finland", Nordic Journal of Surveying and Real Estate Research, Vol.8, No.1,p.p. 7–25.
Wechsler, S. P., (2007), "Uncertainties Associated With Digital Elevation Models For Hydrologic Applications: A Review", Hydrology and Earth System Sciences, Vol.11, pp. 1481–1500.
حمله من هنا
ليست هناك تعليقات:
إرسال تعليق