期刊文献+

分步型流域“降雨-流出”过程数值模拟方法的研究 被引量:4

Study on Numerical Simulation Technique of "Rainfall-Runoff" Process of a Distributed-type Basin
下载PDF
导出
摘要 流域地表流出的计算是水文学的一个重要研究课题。本研究以黄土高原北部的六道沟流域为流域模型,在确定试验流域地形和土壤物理性质的基础上,利用运动波理论和拟河道网开发分布型流域的"降雨-径流"过程的数值计算方法,对观测流量数值模拟结果的分析表明,该计算方法适用于北部黄土高原的实际,研究结论为该区域的地表水资源的推求提供了一种有效的数值计算方法。 Estimation of the surface runoff of a basin is one of an important study theme of hydrology. In the current study,a basin named Liudaogou which located at north Loess Plateau was chosen as a study location. Based on consideration of the actual terrain and soil physical properties,we developed a numerical calculation model by using kinematic wave theory and the hypothetical channel network for simulating the process of "Rainfall-Runoff" of a distributed-type basin. The simulated results of the observed-discharge shows this numerical calculation model is applicable to the study location. Therefore, an effective numerical calculation method for estimating the surface runoff of north Loess Plateau region was proposed.
出处 《水土保持学报》 CSCD 北大核心 2008年第4期52-55,61,共5页 Journal of Soil and Water Conservation
基金 日本文部科学省学术振兴会"21世纪COE(Center of Excellence)"基金 中日合作科研项目"中国内陆沙漠化防治及开发利用"
关键词 黄土高原 六道沟流域 拟河道网 运动波理论 分布型流域 数值模拟 Loess Plateau Liudaogou basin hypothetical channel network kinematic wave theory l distributed-typed basin, numerical simulation
  • 相关文献

参考文献10

  • 1山本晋一.山地流域长期融雪数值计算模型的研究[D].日本鸟取:日本鸟取大学.2006.
  • 2郑纪勇.水蚀风蚀交错带降雨入渗再分布及土壤水力学性质的空间变异[D].陕西杨凌:中国科学院水利部水土保持研究所,2004.
  • 3Kimura R, Bai L, Fan J,Takayama N, Hinokldani O. Evapo-transpiration estimation over the river basin of the loess plateau of China based on remote sensing[J].Journal of Arid Environments,2007,68..53-65.
  • 4Luo Q,Tamai N, Huang G W. A grid-based stream-structure model for large-scale watershed (GSMLW) [J]. Annual Journal of Hydraulic Engineering,JSCE, 1999,43: 19-23.
  • 5Tarboton D C. A new method for the determination of flow directions and upslope area in grid digital elevations models [J]. Water Resour. Res. , 1997,33(2):309-319.
  • 6Tachikawa Y,Kawakami T,Ichikawa Y,Shiiba M,Takara K. Application of a macro grid based hydrological model to the Huaihe River basin in China [J]. Annual Journal of Hydraulic Engineering,JSCE,2001,45:127-132.
  • 7Ao T Q, Yoshitani J, Fukami K, Matsuura T, Takeuehi K, Ishidaira H. Topographic analysis for distributed runoff model BTOPMC when applied to large river basins[J].Annual Journal of Hydraulic Engineering,JSCE,2003,47:193-198.
  • 8Hashimoto N, Fujita A,Shiiba M, Tachikawa Y, Ichikawa Y. Development of dam inflow prediction system based on distributed rainfall-runoff model[J]. Annual Journal of Hydraulic Engineering,JSCE, 2006,50:289-294.
  • 9Kobayashi K,Tachikawa Y,Sayama T,Takara K. Analysis of the Yuragawa-river flood by typoon No. 23 in October 2004 using distributed rainfall-runoff model [J]. Annual Journal of Hydraulic Engineering,JSCE,2006,50:313-318.
  • 10Kobayashi K,Takara K,Tachikawa Y. Parameter estimation of a distributed rainfall-runoff model by a levenberg-marquardt optimization algorithm[J]. Annual Journal of Hydraulic Engineering.JSCE, 2007,51 : 409-414.

同被引文献59

引证文献4

二级引证文献22

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