Calibration and validation of a non-point source pollution model

被引:48
作者
Grunwald, S
Norton, LD
机构
[1] Univ Wisconsin, Dept Soil Sci, Madison, WI 53706 USA
[2] USDA ARS, Natl Soil Eros Res Lab, W Lafayette, IN 47907 USA
关键词
AGNPS; non-point source pollution; rainfall-runoff modeling; surface runoff; sediment yield;
D O I
10.1016/S0378-3774(99)00074-8
中图分类号
S3 [农学(农艺学)];
学科分类号
0901 ;
摘要
Surface runoff and sediment transport influence soil quality and the quality of receiving waters. Simulation models are useful tools to describe drainage behavior and sediment yield to develop management strategies for agricultural waters. The objective of this study was to investigate the performance of the Agricultural Non-Point Source Pollution Model (AGNPS) and modified versions comparing measured and predicted surface runoff and sediment yield at the drainage outlet. The study was carried out using 52 rainfall-runoff events from two small watersheds in Bavaria, 22 for calibration and 30 for validation. Evaluation of model outputs was based on graphical displays contrasting measured and predicted values for each rainfall-runoff event, and standard statistics such as coefficient of efficiency. A comparison between three different surface runoff methods el (uncalibrated curve number (CN) method), Q(2) (calibrated CN method), and Q(3) (Lutz method) showed that the uncalibrated CN method underestimated measured surface runoff considerable, while the Lutz method outperformed the calibrated CN method and was better than the uncalibrated CN method. The modifications made to sediment yield calculations encompassed: (i) replacement of the Universal Soil Loss Equation LS factor algorithm by one based on stream power theory (variant S-2), and (ii) linkage of channel erosion by individual categories of particle-size to runoff velocity (variant S-3) The sediment yield predictions by S-2 and S-3 outperformed the predictions of S-1 (USLE). Calculations based on S-3 gave the best agreement when compared to measured sediment yield values at the drainage outlet. (C) 2000 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:17 / 39
页数:23
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