期刊文献+

利用地理信息系统进行流域径流量计算的方法研究 被引量:2

Study on the runoff calculation method in watershed by using GIS
下载PDF
导出
摘要 流域径流模拟通常要涉及流域地形、土壤类型、土地利用等地理参数,对于小流域可以假定其地理参数变化不大,全流域采用均一参数,而对于大流域采用均一参数则不能准确反映流域的地理特性。本文以渭河流域陕西片为计算实例,应用地理信息系统(G IS)分析流域地理参数,计算流域径流量。 The watershed runoff simulation, was concerned with the topograph soil type, and land use of the basin as usual. The unified parameters can be assumed to the whole area of the small scale basin, but it can not reflect the geographic identity by that way for the variety of the real situation of the big scale basin. In this paper, the Weihe River Basin in Shaanxi Province as a case, using the GIS to analyze the geographical parameters, the runoff discharge in river basin have been calculated.
出处 《水资源与水工程学报》 2006年第5期21-23,26,共4页 Journal of Water Resources and Water Engineering
基金 日本科学技术振兴机构(JST)项目:黄河流域水资源可持续利用与管理 陕西省教育厅专项基金项目(05JK249):渭河流域水污染的随机特性研究 西安建筑科技大学青年基金项目:渭河流域水量水质耦合模型研究
关键词 地理信息系统 径流量 渭河流域 GIS runoff Weihe River Basin
  • 相关文献

参考文献7

  • 1Warwick J J,Haness S J.Efficiency of ARC/ INFO GIS Application to Hydrological Modeling[J].Water Resources Planning and Management,1994,120(3):366-380.
  • 2张建云,何惠.应用地理信息进行无资料地区流域水文模拟研究[J].水科学进展,1998,9(4):345-350. 被引量:51
  • 3Martha W G,Wansda B P.A geographic information system to predict nonpoint source pollution potential[J].Water Resources Bulletin,1987,23(2):281-291.
  • 4Rawls W J,Ahuja L R,Brakensiek D L,et al.Chapter5:Infiltration and soil water movement[A].Maidment D R:Handbook of Hydrology.New York,Mc Graw-Hill Inc,1993:51-55.
  • 5Wi11iam J R,Lasear W V.Water yield model using SCS curve numbers[J].Hydraulies Division,1976,102(9):1221-1253.
  • 6徐秋宁,马孝义,娄宗科,姬雅珍.小型集水区降雨径流计算模型研究[J].水土保持研究,2002,9(1):139-142. 被引量:28
  • 7Bosznay M.Generalization of SCS curve number method[J].Journal of Irrigation and Drainage Engineering,1989,115(1):139-144.

二级参考文献7

共引文献72

同被引文献45

  • 1王白陆.SCS产流模型的改进[J].人民黄河,2005,27(5):24-26. 被引量:29
  • 2刘贤赵,康绍忠,刘德林,张晓萍.基于地理信息的SCS模型及其在黄土高原小流域降雨-径流关系中的应用[J].农业工程学报,2005,21(5):93-97. 被引量:57
  • 3张银辉.SWAT模型及其应用研究进展[J].地理科学进展,2005,24(5):121-130. 被引量:80
  • 4SCS. National Engineering Handbook[S]. Hydrology, section 4, Soil Conservation Service, US Department of Agriculture, Washington, DC, 1956.
  • 5Mmelesse A M, Shih S F. Spatially distributed storm runoff depth estimation using Landsat images and GIS[J]. Computers and Electronics in Agriculture, 2002, 37 : 173- 183.
  • 6Bosznaym M. Generalization of SCS Curve numeber methods[J]. Journal of Irrigation and Drainage Engineering, 1989,155(1 ) :139-144.
  • 7Mishra S K,Singh V P. SCS-CN method part-1 :derivation of SCS-CN based models[J]. Acta Geophys Polonica 2002,50(3):457-477.
  • 8MISHRA S K, Singh V P. SCS--CN method part--Ⅱ: analytical treatment[J]. Acta Geophys. Polonica, 2003, 51 (1), 107-123.
  • 9Singh P K, Bhunya P K, Mishra S K, et al. A sediment graph model based on SCS--CN method[J]. Journal of Hydrology, 2008,349 (2) : 244-255.
  • 10Patil J P, Sarangi A, Singh A K , et al. Evaluation of modified CN methods for watershed runoff estimation using a GIS--based interface[J]. Biosystems Engineering, 2008,137-146.

引证文献2

二级引证文献77

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