期刊文献+

Channel Network Tool-I的原理与功能 被引量:5

Principium and Function of Channel Network Tool-I
下载PDF
导出
摘要 CNT-Ⅰ(ChannelNetworkTool-Ⅰ)是基于复合信息(数字高程模型和栅格化主干河网)自动提取流域地表水文特征的专用软件包。它利用主干河网的位置信息指导D8法单元网格水流模式的提取,弥补了现有工具软件使用的数据源单一带来的问题和不足,在平原区和洼地的处理上有了很大改善。CNT-Ⅰ专门针对配置一般的计算机设计,支持千万格点以上的各种分辨率的栅格数据,并内嵌了分辨率为30″的中国大陆DEM和相应的Ⅰ、Ⅱ级主干河网,且能以30″的整数倍输出任意区域的河网、流域边界、准三维渲染图,以及栅格的流向、坡度、汇流路径等数据,并能根据用户的要求度身定制,具有很强的实用性。介绍了该软件的原理和功能,并与同类型的商业软件进行了比较。 CNT-I Channel Network Tool-I is the first and exclusive software to automatically determine catchment properties based on the binary message from DEM Digital Elevation Models combined with RRN Raster River Network while other tools only use DEM data. This new tool can overcome DEM's inherent fault and getting a more emulation drainage structure by adding new kind of message so that the problems of parallel line in plat area and transaction of depression can be solved to a certain extent because the RRN can not only transfixion parts of the pit and plat area but also lead the flow direction of vicinal cells. More credible catchment properties are sure is obtained from it. This new principium used in CNT-I have three steps. Firstly cells relevant to natural river are selected and linked with direction with two particular methods named Headstream Seek Model and Deep First Model. In order to avoid the disturbance from 'data noise' that means some local cells' value fluctuating unnaturally and deviating from actual synthetically analysis is used in these two models. Secondly the other cells are transacted expanding from these determined cells and a drainage structure is getting. With the controlling of river network's message the drainage structure is closer to actual river. Thirdly catchment properties could be obtained such as area and boundary of subbasin gradient between cells and so on.CNT-I is designed for common user and could finish several million cells data rapidly. Having been equipped with DEM and RRN of Chinese mainland with cell size of 30″ it could give results of any integral times of this size and customized for special needed. Two years serious inspection in different departments and affairs shows its powerful practicability and large improved precision.
出处 《水文》 CSCD 北大核心 2005年第2期15-19,共5页 Journal of China Hydrology
基金 国家重点基础研究发展规划项目"我国生存环境演变和北方干旱化趋势研究"(G199043400)资助
关键词 数字高程模型 栅格化主干河网 流域特征 自动提取 工具  digital elevation model raster river network drainage structure automatic determine tool
  • 相关文献

参考文献8

  • 1郝振纯,李丽.基于DEM的数字水系的生成[J].水文,2002,22(4):8-10. 被引量:69
  • 2李丽,郝振纯.基于DEM的流域特征提取综述[J].地球科学进展,2003,18(2):251-256. 被引量:87
  • 3Singh V P. Kinematic Wave Modeling in Water Resources,Environmental Hydrology [M]. New York: John Wiley & Sons, Inc.1997. 1-10.
  • 4R Tureotte, J-P Fortin, A N Rousseau, etal. Determination of the drainage structure of a watershed using a digital elevation model and a digital river and lake network [J]. Journal of Hydrology,2001, 240: 225-242.
  • 5Hutchinson M F. A new procedure for gridding elevation and stream line data with automatic removal of spurious pits [J]. Journal of Hydrology, 1989, 106, 211-232.
  • 6Saunders W. Preparation of DEMs for use in environmental modeling analysis [M]. ESRI User Conference, July 24-30, 1999.
  • 7Saunders W, Maidment D R. Grid-based watershed and stream network delineation for San Antonio-Nueces coastal basin[A].Proceedings of Texas Water "95: A Component Conference of the First International Conference of Water Resources Engineering[C].August 16-17, 1995, ASCE, San Antonio, Texas.
  • 8Research System Inc. River Tools User's Guide [Z]. River Tools Online Manuals. Research System Inc., 2001.

二级参考文献27

  • 1Tribe Andrea. Automated recognition of valley lines and drainage networks from grid digital elevation models:A review and a new method [J]. Journal of Hydrology, 1992, 139: 263-293.
  • 2Garbrecht J, Martz L W. Digital elevation model issues in water resources modeling [A]. In: Proceedings of the 19th ESRI International User Conference [C]. San Diego, California,1999.
  • 3Garbrecht J, Martz L W, Syed K H, et al. Determination of representative catchment properties from digital elevation models[A]. In:Proceedings of the 1999 International Water Resources Engineering Conference [C]. Seattle,Washington: 1999.
  • 4Band L E. Topographic partition of watersheds with digital elevation models [J]. Water Resources Research, 1986, 22 (1): 15-24.
  • 5Martz L W, Garbrecht J. Numerical definition of drainage network and subcatchment areas from digital elevation models [J]. Computers & Geosciences, 1992, 18 (6): 747-761.
  • 6O'Callaghan J F, Mark D M. The extraction of drainage networks from digital elevation data.[J]. Computer Vision, Graphics, and Image Processing, 1984, 28: 323-344.
  • 7Tarboton D G. A new method for the determination of flow direction and upslope areas in grid digital elevation models [J]. Water Resources Research, 1997, 33(2): 309-319.
  • 8Costa-Cabral M C, Burges S J. Digital elevation model networks (DEMON): A model of flow over hillslope for computation of contributing and dispersal areas [J]. Water Resources Research, 1994, 30(6): 1 681-1 692.
  • 9Fairfield J, Leymarie P. Drainage networks from grid digital elevation models [J]. Water Resources Research, 1991, 27(5): 709-717.
  • 10Lea N L. An Aspect Driven Kinematic Routing Algorithm in Overland Flow: Hydraulics and Erosion Mechanics [M]. New York : Chapman & Hall, 1992.

共引文献147

同被引文献99

引证文献5

二级引证文献92

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部