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Analysis of Minimum Error at River Source to Extract River Network Based on DEM

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  • School of Geographical Science, Fujian Normal University, Fuzhou 350007,China

Received date: 2010-06-02

  Revised date: 2010-07-03

  Online published: 2011-04-25

Abstract

With the development of hydrological model, extraction of river drainage network has been a hot topic in hydrology research. River drainage network was extracted based on topographic maps or drainage maps by digitization in the early years, but the result was influenced by data source resolution. There are presently two kinds of methods to extract river drainage network based on DEM. One is to overlay the extracted river drainage network based on DEM on the river digitalized maps which came from drainage maps or vector layer of river, to make the extract drainage network more similar to the actual river networks. But the accuracy of river drainage network depends on the resolution of drainage maps or vector layer of river. The other one is based on "inflection point" to extract river drainage network, however, the assumption of "inflection point" exists the problem of choice of scale-free interval. To solve the above problems, the river source minimum error (RSME) method was presented based on DEM in this paper. First, the relationship between the distance error of the actual river source and the extracted river network source and the size of grid was established; second, the minimum distance error was adopted as the principle to solve the problem of the uniqueness in watershed drainage network extraction, and then the river network was determined. Taking Jinjiang River as an example and using DEM with 30m resolution as data source, the RSME method was adopted to extract Jinjiang River drainage network on the platform of ArcGIS9.2. The result showed that the distance error between the river source and the extracted river network source is the smallest one when the grid numbers are up to 5814 and the minimum river length is 42m, the corresponding fractal dimension is 1.389. Moreover, the result indicated that the proposed RSME method is reasonable to extract watershed drainage network.

Cite this article

CHEN Dongping, CHEN Ying, CHEN Xingwei . Analysis of Minimum Error at River Source to Extract River Network Based on DEM[J]. Journal of Geo-information Science, 2011 , 13(2) : 240 -244 . DOI: 10.3724/SP.J.1047.2011.00240

References

[1] 芮孝芳.水文学原理[M].北京:中国水利水电出版社,2004,18-19.

[2] 何钢,蔡运龙.不同比例尺下中国水系分维数关系研究[J].地理科学,2006,26(4):461-465.

[3] 王大鹏,王周龙,李德一,等.太湖流域水系分形特征的空间分异研究[J].浙江水利科技,2006,145,5-7.

[4] Hutchinson M F.A New Procedure for Gridding Elevation and Stream Line Data with Automatic Removal of Spurious Pits[J].Journal of Hydrology,1989,106:21-232.

[5] Saunders W,Maidment D R.Grid-based Watershed and Stream Network Delineation for San Antonior Nueces Coastal Basin // Proceedings of Texas Water 95:A Component Conference of the First International Conference of Water Resources Engineering.San Antonio:ASCE,1995,16-17.

[6] Turcotie R,Fortin J P,Rousseau A N.Determination of the Drainage Structure of a Watershed Using a Distal Elevation Model and a Distal River and Lake Network[J].Journal of Hydrology,2001,240:225-242.

[7] Xu Xinliang,Zhuang Dafang.Automated Extraction of Drainages in China Based on DEM in GIS Environment[J].Geoscience and Remote Sensing Symposium,2003,5:3344-3346.

[8] 王加虎,郝振纯,李 丽.基于DEM和主干河网信息提取数字水系研究[J].河海大学学报(自然科学版),2005,33(2):119-122.

[9] 许悍卫,何 江,佘远见.基于DEM与遥感信息的秦淮河流域数字水系提取方法[J].河海大学学报(自然科学版),2008,36(4):443-447.

[10] 郑子彦,张万昌,邰庆国,等.基于DEM与数字化河道提取流域河网的不同方案比较研究[J].能源科学,2009,31(10):1730-1739.

[11] 孔凡哲,李莉莉.利用DEM 提取河网时集水面积阈值的确定[J].水电能源科学,2005,23(4):65-67.

[12] 熊立华,郭生练.基于DEM的数字河网生成方法的探讨[J].长江科学院院报,2003,20(4):14-17.

[13] 林峰,陈兴伟,王林.基于DEM的九龙江流域水系分维估算[J].水资源与水工程学报,2009,20(1):29-32.

[14] 王林,陈兴伟.基于DEM的流域水系分维计算与结果分析[J].地球信息科学,2007,9(4):133-137.

[15] 陈斌.晋江江源考察论证[J].人民珠江,2003(6):18-21.

[16] 成海宁,刘少创.关于大河源头确定标准问题的探讨[J].科技在线,2009(6):24-28.

[17] 巫兆聪.分形分析中的无标度区确定问题[J].测绘学报,2002,31(3):240-244.

[18] 何隆华,赵 宏.水系的分形维数及意义[J].地理科学,1996,16(2):124-128.
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