期刊文献+

径流曲线法模型参数在黄土地区的优化研究 被引量:21

Optimizing Parameters of SCS—CN Method for Application on the Loess Plateau
下载PDF
导出
摘要 降雨径流是引起土壤侵蚀的主要动力,因此准确预测不同下垫面条件下的径流量是进行土壤侵蚀预报和水土流失治理的关键。SCS—CN方法是目前国际上预测无径流观测资料地区降水产流的主要模型。利用黄土高原地区6个试验小区的153场径流试验资料,选取3种具有代表性的土地利用方式:谷子、苜蓿和高粱,对SCS—CN方法在黄土高原的适应性进行了初步检验,优化出了适应黄土高原地区3种土地利用方式的模型参数。结果表明,优化后的模型参数对降雨径流的预测精度明显优于标准SCS—CN法;优化后的λ值为0.01,优化的谷子、苜蓿和高粱地CN2值分别是74,74,72。 Runoff is the main factor responsible for soil erosion, so an accurate estimation of runoff is the key to predict and control soil erosion. The Soil Conservation Service curve number (SCS-CN) method is widely used for predicting direct runoff from rainfall in the area without observed runoff data. Using data of 153 runoff events from 6 experimental plots with three landuse types of millet, alfalfa, and sorghum on the Loess Plateau, the applicability of SCS-CN method is validated and the parameters are optimized. Results indicate that the accuracy of runoff prediction by the SCS-CN method with optimized ;t and CN2 values is better than that of the standard CN method. The optimized λ value is 0.01 and the CN2 values are 74, 74, and 72 for millet, alfalfa, and sorghum, respectively.
作者 王英 黄明斌
出处 《水土保持通报》 CSCD 北大核心 2008年第1期54-58,共5页 Bulletin of Soil and Water Conservation
基金 “973计划”课题(2007CB407201) 国家自然科学基金(40471062)
关键词 径流曲线法 径流 初损率 黄土高原 SCS-CN method runoff initial abstraction rate Loess Plateau
  • 相关文献

参考文献14

  • 1王占礼,邵明安,常庆瑞.黄土高原降雨因素对土壤侵蚀的影响[J].西北农业大学学报,1998,26(4):101-105. 被引量:53
  • 2U.S. Department of Agriculture. Soil Conservation Serv ice. Hydrology [M]. In SCS National Engineering Handbook, Section4. U.S. Gov. Print. Office. Wash- ington, D.C., 1972.
  • 3Rallison R E, Cronshey R G. Discussion of“runoff curve numbers with varying site moisture”[J]. Journal of the Irrigational Drainage Division, ASCE, 1979, 105: 439-441.
  • 4Sobhani G. A review of possible watershed design methods for possible adoption to Iranian conditions[D]. Utah:Utah State Univ. , 1976.
  • 5罗利芳,张科利,符素华.径流曲线数法在黄土高原地表径流量计算中的应用[J].水土保持通报,2002,22(3):58-61. 被引量:44
  • 6Donald E, Woodward, Richard H, Jiang, et al. Runoff curve number method: examination of the initial abstraction [R]. TRB 2004 Annual Meeting CD-ROM, 2004.
  • 7Ponce V M, Hawkins R H. Runoff curve number: Has it reached maturity [J]. Hydrologic Engineering, ASCE,1996,1(1) :11--19.
  • 8Boughton W C. A review of the USDA SCS curve number method [J]. Australian: Journal of Soil Research, 1989, 27: 511-523.
  • 9USDA-SCS. Urban hydrology for small watersheds. Technological Release No. 55 (TR-55)[S]. Washington, D. C. ,1986.
  • 10Mockus V. Estimation of total(and peak rates of) surface runoff for individual storms [M]. U.S. Department of Agriculture, Washington, D. C. , 1949.

二级参考文献46

共引文献95

同被引文献235

引证文献21

二级引证文献241

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