Impact of calibration watershed on runoff model accuracy

被引:0
作者
Garg, V
Chaubey, I
Haggard, BE
机构
[1] Univ Arkansas, Dept Biol & Agr Engn, Fayetteville, AR 72701 USA
[2] ARS, USDA, Poultry Prod & Prod Safety Res Unit, Fayetteville, AR USA
来源
TRANSACTIONS OF THE ASAE | 2003年 / 46卷 / 05期
关键词
AGNPS; calibration; hydrologic modeling; rainfall-runoff modeling;
D O I
暂无
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Hydrologic/water-quality models often need calibration to minimize differences between observed and predicted watershed responses. Often the measured data from the watershed where the models are applied are not available. Under this condition, models are calibrated using data from a different watershed having similar land use, soil, and hydrologic conditions. However, if the watershed used for model calibration is not the same as the watershed where the model is applied for hydrologic/water-quality predictions, then differences in watershed characteristics may induce errors in model output. The objective of this study was to quantify the error in model predictions when the modeled watershed is not the calibrating watershed. The Agricultural Non-Point Source (AGNPS) model was used to quantify model errors using measured data from watersheds of varying sizes within the Little Washita Basin in Oklahoma. The study indicates that error in model outputs results when a watershed different than the one of interest is used for model calibration. A significant difference in prediction error was observed between scaling-up and scaling-down conditions with mean relative error of runoff prediction being 153% for the scaling-down condition and 69% for the scaling-up condition. However, relative error of prediction showed no particular trend with the scaling ratios. A watershed having significantly higher or lower average curve number and slope condition was not a candidate watershed for calibrating the AGNPS model.
引用
收藏
页码:1347 / 1353
页数:7
相关论文
共 31 条
  • [1] Beven K, 1993, Channel Network Hydrology
  • [2] BINGNER RL, 1989, T ASAE, V32, P529
  • [3] Quantifying model output uncertainty due to spatial variability of rainfall
    Chaubey, I
    Haan, CT
    Salisbury, JM
    Grunwald, S
    [J]. JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 1999, 35 (05): : 1113 - 1123
  • [4] Uncertainty in the model parameters due to spatial variability of rainfall
    Chaubey, I
    Haan, CT
    Grunwald, S
    Salisbury, JM
    [J]. JOURNAL OF HYDROLOGY, 1999, 220 (1-2) : 48 - 61
  • [5] NONPOINT-SOURCE (NPS) POLLUTION MODELING USING MODELS INTEGRATED WITH GEOGRAPHIC INFORMATION-SYSTEMS (GIS)
    ENGEL, BA
    SRINIVASAN, R
    ARNOLD, J
    REWERTS, C
    BROWN, SJ
    [J]. WATER SCIENCE AND TECHNOLOGY, 1993, 28 (3-5) : 685 - 690
  • [6] Linearity of basin response as a function of scale in a semiarid watershed
    Goodrich, DC
    Lane, LJ
    Shillito, RM
    Miller, SN
    Syed, KH
    Woolhiser, DA
    [J]. WATER RESOURCES RESEARCH, 1997, 33 (12) : 2951 - 2965
  • [7] PHYSICALLY BASED HYDROLOGIC MODELING .2. IS THE CONCEPT REALISTIC
    GRAYSON, RB
    MOORE, ID
    MCMAHON, TA
    [J]. WATER RESOURCES RESEARCH, 1992, 28 (10) : 2659 - 2666
  • [8] Haan C. T., 1993, DESIGN HYDROLOGY SED
  • [9] A Windows-based GIS-AGNPS interface
    He, CS
    Shi, CA
    Yang, CC
    Agosti, BP
    [J]. JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2001, 37 (02): : 395 - 406
  • [10] JELINSKI DE, 1994, ENV INFORMATION MANA, P40