期刊文献+

基于DEM的等流时法改进研究 被引量:1

How to Improve Isochronous Confluence Based on DEM
下载PDF
导出
摘要 提出等流时单元的概念,对基于DEM的等流时流域汇流方法进行了改进。此方法不需要绘制等流时线,也不要求流域净雨是均匀的,且各单元的汇流时间可以变动,直接由各单元的汇流时间就可以计算出流域出口的流量过程。同时提出改进方法的模块化编程方法,给出调用接口,经在研究区伊通河中下游较大流域上的试用表明,该程序具有可推广性。 A new concept of isochronous cells was put forward.An improvement research was conducted on the concentration method of watershed overland flow.The hydrograph was got with the net rainfall of every DEM cell and the conflux time of every cell directly rather than traditional method of plotting isochronous-line in advance.In addition,unreasonable hypothesis of the previous research on it was smoothed over,in which the net rainfall is all the same on the watershed and isochronous line is immovable.According to current research situation,there isn't a modularized and practical program of isochronous cell method.To facilitate the popularization of this method,the modular programming method was provided.The feasibility of the program was proved in a case study of the watershed of the downstream of the Yitong river.
出处 《水文》 CSCD 北大核心 2011年第3期1-4,共4页 Journal of China Hydrology
基金 "十一五"国家科技支撑计划(2007BAB28B01) 国家水体污染控制与治理科技重大专项(2008ZX0720-006)
关键词 等流时单元 DEM 流域水文模型 isochronous cell DEM watershed hydrologic model
  • 相关文献

参考文献9

  • 1Bahram Saghafian, Pierre Y.Ju|ien. Runoff hydrograph simulation based on time variable isoochrone technique[J].Joumal of Hydrology, 2002,261:193-203.
  • 2Bahrain Saghafian, Arno M Van Lieshout. Distributed catchment simulation using a raster GIS [J]. International Journal of Applied Earth Observation and Geoinformation,2000,2(3-4): 199-203.
  • 3Mohammad Roughani, Mohammad Ghafouri. An innovative methodology for the prioritization of sub-catchments for flood control [J].International Journal of Applied Earth Observation and Geoinfomarion,2007, 9: 79-87.
  • 4S. Shrestha, S. Bastola, M.S. Babel, et al. The assessment of spatial and temporal transferability of a physically based distributed hydrological model parameters in different physiographic regions of Nepal [J]. Journal of Hydrology, 2007, 347: 153-172.
  • 5X ihua Yang, Qiming Zhou. An integrated drainage network analysis system for agricultural dranage management. Part2: the application [J]. Agricultural Water Management, 2000,45: 87-100.
  • 6Yangwen Jia, Cunwen Niu, Hao Wang. Integrated modeling and assessment of water resources and water environment in the Yellow River Basin [J]. Journal of Hydro-Environment Research, 2007(1): 12-19.
  • 7康玲,王学立,姜铁兵,郭艺歌.基于数字高程模型的流域变动等流时线方法[J].水利学报,2006,37(1):40-44. 被引量:15
  • 8谢华,都金康,胡裕军,吴从晖,严为洁.基于汇流时间方法的空间分布式水文模型研究[J].武汉理工大学学报,2005,27(12):75-78. 被引量:12
  • 9熊立华,彭定志.基于数字高程模型的等流时线推求与应用[J].武汉大学学报(工学版),2003,36(3):1-3. 被引量:18

二级参考文献25

  • 1王腊春,陈晓玲,都金康,杨晓轩.计算机辅助绘制流域等流时线[J].地理科学,1996,16(2):184-190. 被引量:4
  • 2O'Callaghan J F,Mark D M.The extraction of drainage network from digital elevation data[J].Computer Vision,Graphics and Image Processing,1984,(28):323-344.
  • 3Garbrecht J,Martz L W.The assignment of drainage direction over flat surfaces in raster digital elevation models[J].Journal of Hydrology,1997,193:204-213.
  • 4Nalder I A,Wei R W.Spatial interpolation of climate normals:test of a new method in the Canadian boreal forest[J].Agric.For.Meterol,1998,92:211-225.
  • 5Lawrence S.Dingman.Physical Hydrology[M].Prentice Hall,2002.
  • 6Maidment D R. Developing a spatially distributed unit hydrograph by using GIS [A]. In: K Kovar, H P Nachtnebel (Editors). HydroGIS 93, Application of GIS in hydrology and water resources (Proceedings of the Vienna Conference, April 1993)[C]. IAHS,1993, (211):181--192.
  • 7Muzik I. A GIS-derived distributed hydrograph [A].In: K Kovar, H P Nachtnebel (Editors). HydroGIS 96, Application of GIS in hydrology and water resources(Proceedings of the Vienna Conference, April 1996)[C]. IAHS, 1996,(235): 453--460.
  • 8O'Callaghan J F, Mark D M. The exaction of drainage networks from digital elevation data [J]. Computer Vision, Graphics and Image Processing, 1984,(28): 323--344.
  • 9Freeman T G. Calculating catchment area with divergent flow based on a regular grid [J]. Comput.Geosci. , 1991, 17(3): 413--422.
  • 10冯焱.论变动等流时线[J].水利学报,1981,(4):1-7.

共引文献39

同被引文献10

引证文献1

二级引证文献2

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