Japan Geoscience Union Meeting 2015

Presentation information

International Session (Oral)

Symbol H (Human Geosciences) » H-TT Technology & Techniques

[H-TT09] GIS

Mon. May 25, 2015 9:00 AM - 10:45 AM 101A (1F)

Convener:*Takashi Oguchi(Center for Spatial Information Science, The University of Tokyo), Yuji Murayama(Graduate School of Life and Environmental Sciences), Ryosuke Shibasaki(Center for Spatial Information Science, the University of Tokyo), Shin Yoshikawa(Faculty of Engineering, Osaka Institute of Technology), Chair:Yuji Murayama(Graduate School of Life and Environmental Sciences), Takashi Oguchi(Center for Spatial Information Science, The University of Tokyo)

9:45 AM - 10:00 AM

[HTT09-04] Delineation of karst depressions using different digital elevation models

*Hao CHEN1, Takashi OGUCHI2, Pan WU3 (1.Department of Natural Environment Studies, The University of Tokyo, 2.Center for Spatial Information Science, The University of Tokyo, 3.College of Resources and Environmental Engineering, Guizhou University, China)

Keywords:Karst depression, DEM analysis, Remote sensing, GIS

The objective of this study is to investigate the effectiveness of DEMs derived from ASTER images, SRTM data and topographic maps to detect and quantify natural depressions in a karst area of Zhijin County, southwest China. Two methodologies were implemented. The first method is a semi-automated approach for stepwise identification of the depressions using DEMs: 1) DEM acquisition or arrangement; 2) filling sinks; 3) sink depth calculation using the difference between the original and sink-free DEMs; and 4) removal of spurious depressions based on a threshold value of sink depth, morphometric parameters and TPI (Topographic Position Index). The second method is the traditional visual interpretation of depressions using high-resolution aerial photographs and topographic maps. The threshold values of the depression area, shape, depth and TPI appropriate for identifying true depressions were determined based on the comparison between the maps from the semi-automatic method and the visual interpretation. The results show that the best performance of the semi-automatic method was achieved when the DEM derived from the topographic maps was used along with the thresholds of area = 60 m2, ellipticity = 0.2 and TPI = 0. The accuracy of the best method ranges from 0.78 to 0.95 when the DEM spatial resolution varies from 75 to 2.5 m.