期刊文献+

TOPMODEL在伊河上游洪水模拟中的应用研究

Study on Flood Simulation in Yi River based on TOPMODEL
下载PDF
导出
摘要 本文采用引入超渗产流机制的综合TOPMODEL模拟伊河上游东湾以上流域的洪水过程。其中,利用Green-Ampt模型计算超渗产流,TOPMODEL被用来模拟动态饱和面积上的产流和基流。实际应用中,将整个流域划分为11个子流域,利用该综合模型模拟各子流域控制断面的流量,采用马斯京根法经河道演算至流域出口。将划分子流域并考虑超渗产流机制的综合TOPMODEL与不划分子流域的一般TOPMODEL进行了对比分析,结果表明,划分子流域的综合TOPMODEL计算结果相对更为合理。 The TOPMODEL, coupling with the infiltration excess mechanism, was used to simulate flood events in Dongwan basin in the upper stream of Yi River. The Green-Ampt model was used to calculate the infiltration excess runoff, then, TOPMODEL was used to simulate the runoff yield in the dynamic saturation areas and base flow. Sub-basins were divided according to DEM, and the model was used to simulate the hydrograph at outlet of each sub-basin. Muskingum method was used to route hydrograph of each sub-basin to the basin outlet. The results obtained from the above procedure were also compared to the results from a general TOPMODEL that was used to the basin without partition of sub-basins. It is shown that the TOPMODEL considering the infiltration excess mechanism is more reasonable for runoff simulation to the studied basin.
出处 《中国科技论文》 CAS 2006年第5期351-355,共5页 China Sciencepaper
关键词 TOPMODEL GREEN-AMPT模型 DEM 马斯京根法 TOPMODEL Green-Ampt DEM muskingum method
  • 相关文献

参考文献9

  • 1孔凡哲,芮孝芳.一种地形指数计算方法在Topmodel洪水模拟计算中的应用[J].水文,2003,23(3):16-19. 被引量:12
  • 2邓慧平,李秀彬.地形指数的物理意义分析[J].地理科学进展,2002,21(2):103-110. 被引量:73
  • 3郭方,刘新仁,任立良.以地形为基础的流域水文模型——TOPMODEL及其拓宽应用[J].水科学进展,2000,11(3):296-301. 被引量:79
  • 4Beven K J,Kirkby M J.A physically based variablecontributing area model of basin hydrology. Hydrological Sciences Bulletin Bulletin des Sciences Hydrologiques . 1979
  • 5Zhang W,Montgomery D R.Digital elevation model grid size, landscape representation, and hydrologic simulations. Water Resources . 1994
  • 6Wolock D M,,Mccabe G J.Comparison of single and multiple flow direction algorithms for computing topographic parameters in TOPMODEL. Water Resources Research . 1995
  • 7Franchini M,Wendling J,Obled C,et al.Physical interpretation and sensitivity analysis of the TOPMODEL. Journal of Hydronautics . 1996
  • 8Bruno Ambroise,Keith Beven,Jim Freer.Toward a generalization of the TOPMODEL concepts: Topographic indices of hydrological similarity. Water Resources . 1996
  • 9Beven K J.TOPMODEL:A critique. Hydrological Processes . 1997

二级参考文献14

  • 1[1]Beven K J,Kirkby M J,Schofield N.Testing a physically-based flood forecasting model (TOPMODEL) for three U.K.Catchments[J].Journal of Hydrology,1984,69:119-143.
  • 2[2]Beven K J,Kirkby M J.A physically based,variable contributing area model of basin hydrology[J].Hydrological Sciences Bulletin,1979,24:43-68.
  • 3[3]Sivapalan M,Beven K J,Wood E F.On hydrologic Similarity 2--A scaled model of storm runoff production[J].Water Resources Research,1987,23(12):2266-2778.
  • 4[4]Quinn P F,Beven K J,Lamp R.The ln(a/tanβ) index:how to calculate it and how to use it within the TOPMODEL framework[J].Hydrol.Process,1995,9(2):161-182.
  • 5[5]Wolock D M,McCsbe Q J.Comparison of single and multiple flow direction algorithms for Computing topographic parameters in TOPMODEL[J].Water Resource Research,1995,31(5):1315-1324.
  • 6[6]Saulnier A M,Bevem K J,Obled C.Digital elevation analysis for distributed hydrological modeling:reducing scale dependence in effective hydraulic conductivity Values[J].Water Resources Research,1997,33:2097-2101.
  • 7[7]Wolock D M,Price C V.Effects of digital elevation model and map scale and data resolution on a topography-based watershed model[J].Water Res.Research,1994,30(11):3041-3052.
  • 8Beven K J, M J Kirkby. A physically based variable contributing area model of basin hydrology[J]. Hydro. Sci. Bull., 1979, 24(1):43-69.
  • 9Beven K J, Lamh R, Quinn P F, Romanowicz R, Freer J.TOPMODEL[A]. In: Computer Models of Watershed Hydrology,Singh VP(ed)[M]. Water Resources Publications, 1995. 627-668.
  • 10Beven K J. TOPMODEL:a critique [J]. Hydrol. Process, 1997, 11(9): 1069-1086.

共引文献153

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