期刊文献+

APPLICATION OF SWAT MODEL IN THE UPSTREAM WATERSHED OF THE LUOHE RIVER 被引量:14

APPLICATION OF SWAT MODEL IN THE UPSTREAM WATERSHED OF THE LUOHE RIVER
下载PDF
导出
摘要 In the Huanghe (Yellow) River basin,soil erosion is a serious problem,while runoff and sediment yield simulation has not been extensively studied on the basis of GIS (Geographic Information System) and distributed hydrological model. GIS-based SWAT (Soil and Water Assessment Tool) model was used to simulate runoff and sediment in the Huanghe River basin. The objective of this paper is to examine the applicability of SWAT model in a large river basin with high sediment runoff modulus,which could reach 770t/(km2·a). A two-stage "Brute Force" optimization procedure was used to calibrate the parameters with the observed monthly flow and sediment data from 1992 to 1997,and with input parameters set during the calibration process without any change the model was validated with 1998-1999’s observed data. Coefficient of examination (R2) and Nash-Suttcliffe simulation efficiency (Ens) were used to evaluate model prediction. The evaluation coefficients for simulated flow and sediment,and observed flow and sediment were all above 0.7,which shows that SWAT model could be a useful tool for water resources and soil conservation planning in the Huanghe River basin. In the Huanghe (Yellow) River basin, soil erosion is a serious problem, whilerunoff and sediment yield simulation has not been extensively studied on the basis of GIS(Geographic Information System) and distributed hydrological model. GIS-based SWAT (Soil and WaterAssessment Tool) model was used to simulate runoff and sediment in the Huanghe River basin. Theobjective of this paper is to examine the applicability of SWAT model in a large river basin withhigh sediment runoff modulus, which could reach 770t/(km^2·a). A two-stage 'Brute Force'optimization procedure was used to calibrate the parameters with the observed monthly flow andsediment data from 1992 to 1997, and with input parameters set during the calibration processwithout any change the model was validated with 1998-1999's observed data. Coefficient ofexamination (R^2) and Nash-Suttcliffe simulation efficiency (E_(ns)) were used to evaluate modelprediction. The evaluation coefficients for simulated flow and sediment, and observed flow andsediment were all above 0.7, which shows that SWAT model could be a useful tool for water resourcesand soil conservation planning in the Huanghe River basin.
出处 《Chinese Geographical Science》 SCIE CSCD 2003年第4期334-339,共6页 中国地理科学(英文版)
基金 UndertheauspicesoftheKeyProgramofNationalNaturalScienceFoundationofChina(No.50239010) andPh.D.foundation fromMinistryofEducation(No.20010027013)
关键词 黄河盆地 地球信息系统 GIS 土壤腐蚀 土壤-水评估工具 SWAT luohe river watershed SWAT model sediment flow
  • 相关文献

参考文献16

  • 1ALLEN P M, ARNOLD J G, JAKUBOWSKI E, 1999. Prediction of stream channel erosion potential [J]. Environmental and Engineering Geoscience, 3:339-351.
  • 2ALLRED B, HAAN C T, 1996. Small Watershed Monthly Hydrologic Modeling System [M]. Users Manual, Stillwater OK: Oklahoma State University Press.
  • 3ARNOLD J G, ALLEN P M, 1999. Automated methods for estimating base flow and ground water recharge from stream flow records [J]. Journal of American Water Resources Association, 35(2): 411-424.
  • 4ARNOLD J G, ALLEN P M, BERNHARDT G, 1993. A comprehensive surface-ground water flow model [J]. Journal of Hydrology, 33(1): 47-69.
  • 5ARNOLD J G, SRINIVASAN R, MUTTIAH R S et al., 1998.Large area hydrologic modeling and assessment part Ⅰ: model development [J]. Journal of American Water Resources Association, 34(1): 73-89.
  • 6BAGNOLD R A, 1977. Bedload transport in natural rivers [J].Water Resources Research, 13(2): 303-312.
  • 7GUO Jian-min, ZHENG Jin-liang. 1995. Yearbook of Yiluohe River [M]. Beijing: China Science and Technology Press.(in Chinese)
  • 8MOCKUS V, 1969. Hydrologic soil-cover complexes [A]. In:SCS National Engineering Handbook, Section 4, Hydrology[Z]. Washington D C: USDA-Soil Conservation Service.
  • 9NASH J E, SUTTCLIFFE J V, 1970. River flow forecasting through conceptual models, Part Ⅰ. a discussion of principles[J]. Journal of Hydrology, 10(3): 282-290.
  • 10NATHAN R J, MCMAHON T A, 1990. Evaluation of automated techniques for baseflow and recession analysis[J]. Water Resources Research, 26(7): 1465-1473.

同被引文献236

引证文献14

二级引证文献319

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