期刊文献+

基于下垫面特征的包气带厚度估算及水文模拟

Estimating the Thickness of the Air Envelope Based on Subsurface Characteristics and Hydrological Simulation
下载PDF
导出
摘要 从新安江模型中的包气带厚度的物理意义出发,考虑土地覆盖因素、地形坡度因素、土壤质地结构因素以及气候条件等因素,分别采用了土地覆被相关法、地形指数回归法以及综合要素法对研究区域的包气带厚度进行了估算。据此计算模型参数流域自由水蓄水容量,并在金沙江下游横江流域进行模拟对比试验。相比之下,综合要素法能更为准确的计算出特定空间尺度下的包气带厚度,模型模拟效果更好,更适用于此区域的模型参数定量计算及水文模拟。 Based on the physical significance of the unsaturated zone depth in the Xin’an Jiang model,we estimated the unsatu⁃rated zone depth by considering the land cover factor,the topographic slope factor and the soil texture structure factor and the climatic conditions,using the land cover correlation method,the topographic index regression method and the integrated elements method.Accordingly,the free water storage capacity of the model parameter basin was calculated and simulated in the Hengjiang River basin of the lower Jinsha River for comparison.In contrast,the integrated element method can calculate the thickness of the air pocket at a specific spatial scale more accurately,and the model simulation is more effective and suitable for quantitative calculation of model parameters and hydrological simulation in this region.
作者 姚博伟 张行南 方园皓 YAO Bowei;ZHANG Xingnan;FANG Yuanhao(College of Hydrology and Water Resources,Hohai University,Nanjing 210024,China;Collaborative Innovation Center for Water Security and Water Science,Hohai University,Nanjing 210098,China)
出处 《水文》 CSCD 北大核心 2023年第2期1-5,12,共6页 Journal of China Hydrology
基金 国家重点研发计划资助项目(2019YFC0409000)。
关键词 新安江模型 下垫面特征 包气带厚度 自由水蓄水容量参数 Xin’anjiang model land surface characteristics unsaturated zone depth free water storage capacity
  • 相关文献

参考文献4

二级参考文献35

  • 1李致家,姚成,汪中华.基于栅格的新安江模型的构建和应用[J].河海大学学报(自然科学版),2007,35(2):131-134. 被引量:34
  • 2文康 金管生 等.地表径流过程的数学模型[M].北京:水利电力出版社,1990..
  • 3FREEZE R, HARLAN R. Blueprint for a physically-based, digitally-simulated hydrologic response model[J]. Journal of Hydrology, 1%9, 9: 237-258.
  • 4ABBOTT M, BATHURST J, CUNGE J, et al. An introduction to the European Hydrological System-Syst~me Hydrologique Europren, "SHE", 1 : history and philosophy of a physically-based, distributed modelling system[ J]. Journal of Hydrology, 1986,87:45-59.
  • 5TODINI E, CIARAPICA L. The TOPKAPI model [ M ]//SINGH V. Mathematical models of large watershed hydrology. Colorado:Water Resources Publications, 2001 : 471-504.
  • 6BEVEN K, KIRKBY M. A physically based variable contributing area model of basin hydrology[J]. Hydrology Science Bulletin, 1979,24 ( 1 ) : 43-69.
  • 7YAO Cheng, LI Zhi-jia, BAO Hong-jun, et al. Application of a developed Grid-Xin' anjiang model to Chinese watersheds for flood forecasting purpose[ J]. Journal of Hydrologic Engineering, 2009,14(9) : 923-934.
  • 8ASTON A. Rainfall interception by eight small trees[J]. Journal of Hydrology, 1979,42:383-396.
  • 9MACCORMACK R. Numerical solution of interaction of shock wave with laminar boundary layer[J]. Lecture Notes in Physics, 1971,8: 151-163.
  • 10WANG M, HJELMFELT A. DEM based overland flow routing model[ J]. Journal of Hydrologic Engineering, 1998,3( 1 ):1-8.

共引文献73

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