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Application appraisal in catchment hydrological analysis based on SRTM 1 Arc-Second DEM |
YU Haiyang1, 2, LUO Ling1, MA Huihui1, LI Hui2 |
1. Key Laboratory of Mine Spatial Information Technologies of NASG, Henan Polytechnic University, Jiaozuo 454000, China;
2. Yellow River Engineering Consulting Co., Ltd. Zhengzhou 450045, China |
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Abstract High-precision DEM data constitute the basis of watershed hydrology analysis. SRTM 1 Arc-Second Global elevation data, released by US Geological Survey, offer worldwide coverage data at a resolution of 1″ (30 m). In order to evaluate and analyze the potential watershed hydrologic applications of SRTM, the authors used Tanghe watershed in Hebi as the experimental area and airborne LiDAR DEM data as a reference to assess vertical accuracy of SRTM (1″) data and the impact of slope, aspect, land cover on errors of SRTM (1″). Hydrologic indexes based on the terrain, such as Topographic Wetness Index (TWI), Length Slope Factor (LSF) and Stream Power Index (SPI),were computed for analysis. Finally the basin’s characteristic parameters, such as catchment basin area, longest path length, shape factor, curvature coefficient, were extracted from the two DEM data and the results were compared. Studies show that SRTM (1″) DEM data have high precision, the RMSE of the original data is 5.98 m, and the RMSE of the data with the elimination of the plane displacement is reduced to 4.32 m. Hydrological analysis shows that SRTM DEM and LiDAR DEM produce some different results: the average of TWI of SRTM is slightly higher, the average of SLF and SPI is lower and the dispersion degree is smaller. This is associated with the terrain distortion of SRTM DEM in micro-topography and high slope area. The basin parameters extracted from both of the DEM data have smaller differences, which shows that SRTM DEM (1″) has wide application prospects in hydrologic analysis.
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Keywords
domestic satellite
ZY-1 02C
GF-1
remote sensing image background data
updating
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Issue Date: 03 May 2017
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[1] Schellekens J,Brolsma R J,Dahm R J,et al.Rapid setup of hydrological and hydraulic models using OpenStreetMap and the SRTM derived digital elevation model[J].Environmental Modelling & Software,2014,61:98-105.
[2] Taufik M,Putra Y S,Hayati N.The utilization of global digital elevation model for watershed management a case study:Bungbuntu sub watershed,pamekasan[J].Procedia Environmental Sciences,2015,24:297-302.
[3] 张会平,刘少峰,孙亚平,等.基于SRTM-DEM区域地形起伏的获取及应用[J].国土资源遥感,2006(1):31-35.doi:10.6046/gtzyyg.2006.01.07.
Zhang H P,Liu S F,Sun Y P,et al.The acquisition of local topographic relief and its application:An SRTM-DEM analysis[J].Remote Sensing for Land and Resources,2006(1):31-35.doi:10.6046/gtzyyg.2006.01.07.
[4] 万 杰,廖静娟,许 涛,等.基于ICESat/GLAS高度计数据的SRTM数据精度评估——以青藏高原地区为例[J].国土资源遥感,2015,27(1):100-105.doi:10.6046/gtzyyg.2015.01.16.
Wan J,Liao J J,Xu T,et al.Accuracy evaluation of SRTM data based on ICESat/GLAS altimeter data:A case study in the Tibetan plateau[J].Remote Sensing for Land and Resources,2015,27(1):100-105.doi:10.6046/gtzyyg.2015.01.16.
[5] 包黎莉,秦承志,朱阿兴.地形湿度指数算法误差的定量评价[J].地理科学进展,2011,30(1):57-64.
Bao L L,Qin C Z,Zhu A X.Quantitative error assessment of topographic wetness index algorithms[J].Progress in Geography,2011,30(1):57-64.
[6] Moore I D,Wilson J P.Length-slope factors for the revised universal soil loss equation:Simplied method of estimation[J].Journal of Soil and Water Conservation,1992,47(5):423-428.
[7] Moore I D,Grayson R B,Ladson A R.Digital terrain modelling:A review of hydrological,geomorphological,and biological applications[J].Hydrological Processes,1991,5(1):3-30.
[8] 于海洋,卢小平,程 钢,等.基于LiDAR数据的流域水系网络提取方法研究[J].地理与地理信息科学,2013,29(1):17-21,27.
Yu H Y,Lu X P,Cheng G,et al.Watershed channel network extraction from LiDAR data[J].Geography and Geo-Information Science,2013,29(1):17-21,27. |
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