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小面积区的集水径流计算方法 被引量:2

A Method Calculating Run-off in the Small Area Catchment
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摘要 曲线数值法考虑了径流与土壤特性和土地利用情况的关系,所需参数少,是一种较好的小型集水区径流计算方法,可用于小面积集水区可集雨量的计算。 The curve number method is a good run-off calculation method for the small area catchment,which cosiders the relation between the runoff and soil property,and the relation between the runoff and land use,needs less parameters,and may be used to calculate the rainfall collected in the small area catchment.
作者 冀雅珍
出处 《山西水利科技》 2003年第4期66-67,共2页 Shanxi Hydrotechnics
关键词 集水径流 曲线数值法 土壤 可集雨量 地表产流 Curve Number Method Rainfall Collected Type of Soil
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参考文献2

二级参考文献19

  • 1福建省土壤普查办公室.福建土壤[M].福州:福建科学技术出版社,1991.333-334.
  • 2Boughton W C. A review of the USDA SCS curve num2ber method [J]. Journal of Soil Research, 1989, 27, 511-523.
  • 3Mockus V. Estimation of total (and peak rates of) surface runoff for individual storms [A]. In: Interim Survey Report Grand (Neosho) River Watershed[M]. Exhibit A of Appendix B. U. S. Dep. Agric (U. S. Gov. print. Office: Washington, D. C. ), 1949.
  • 4Karl Auerswald, Josef Haider. Runoff Curve Numbers for Small Grain Under German Cropping Conditions[J]. Journal of Environmental Management, 1996, 47:223-228.
  • 5Assefa M Melesse, S F. Shih. Spatially distributed storm runoff depth estimation using Landsat images and GIS[J].Computers and Eleetronies in Agrieulture, 2002, 37: 173-183.
  • 6Xiaoyong Zhan, Min-Lang Huang. AreCN-Runoff-an AreGIS tool for generating curve number and runoff maps[J].Environmental Modelling & Software, 2004, 19, 875-879.
  • 7Budhendra Bhaduri, Jon Harbor, Bernie Engel,et al. Assessing watershed-scale, long-term hydrologic impacts of land-use change using a GIS-NPS model[J]. Environmental Management, 2000, 26(6):643-658.
  • 8张美华,王晓燕,秦福来.SCS模型在密云石匣试验小区降雨径流量估算中的应用[J].首都师范大学学报(自然科学版),2004,25(S1):155-158. 被引量:29
  • 9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:52
  • 10高念东,杨兆义,张志敏.海淀区水资源水质调查评价[J].北京水利,2000(2):36-39. 被引量:3

共引文献45

同被引文献18

  • 1福建省土壤普查办公室.福建土壤[M].福州:福建科学技术出版社,1991.333-334.
  • 2Boughton W C. A review of the USDA SCS curve num2ber method [J]. Journal of Soil Research, 1989, 27, 511-523.
  • 3Mockus V. Estimation of total (and peak rates of) surface runoff for individual storms [A]. In: Interim Survey Report Grand (Neosho) River Watershed[M]. Exhibit A of Appendix B. U. S. Dep. Agric (U. S. Gov. print. Office: Washington, D. C. ), 1949.
  • 4Karl Auerswald, Josef Haider. Runoff Curve Numbers for Small Grain Under German Cropping Conditions[J]. Journal of Environmental Management, 1996, 47:223-228.
  • 5Assefa M Melesse, S F. Shih. Spatially distributed storm runoff depth estimation using Landsat images and GIS[J].Computers and Eleetronies in Agrieulture, 2002, 37: 173-183.
  • 6Xiaoyong Zhan, Min-Lang Huang. AreCN-Runoff-an AreGIS tool for generating curve number and runoff maps[J].Environmental Modelling & Software, 2004, 19, 875-879.
  • 7Budhendra Bhaduri, Jon Harbor, Bernie Engel,et al. Assessing watershed-scale, long-term hydrologic impacts of land-use change using a GIS-NPS model[J]. Environmental Management, 2000, 26(6):643-658.
  • 8张美华,王晓燕,秦福来.SCS模型在密云石匣试验小区降雨径流量估算中的应用[J].首都师范大学学报(自然科学版),2004,25(S1):155-158. 被引量:29
  • 9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:52
  • 10高念东,杨兆义,张志敏.海淀区水资源水质调查评价[J].北京水利,2000(2):36-39. 被引量:3

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