Calibration and validation of the Modified Universal Soil Loss Equation for estimating sediment yield on sloping plots: A case study in Khun Satan catchment of northern Thailand
Pongsai, Somnuck1; Vogt, Dietrich Schmidt2; Shrestha, Rajendra P.1; Clemente, Roberto S.3; Eiumnoh, Apisit1
2010-11-01
发表期刊CANADIAN JOURNAL OF SOIL SCIENCE
卷号90期号:4页码:585-596
摘要Pongsai, S., Schmidt Vogt, D., Shrestha, R. P., Clemente, R. S. and Eiumnoh, A. 2010. Calibration and validation of the Modified Universal Soil Loss Equation for estimating sediment yield on sloping plots: A case study in Khun Satan catchment of Northern Thailand. Can. J. Soil Sci. 90: 585-596. In this study, model testing, calibration, and validation of the Modified Universal Soil Loss Equation (MUSLE) model were carried out in Khun Satan catchment, Thailand, for the estimation of sediment yield in plots of different slopes using the S factor from the classic Universal Soil Loss Equation (USLE) and the McCool model, as the calibration parameter. In situ experimental plots were established with five different inclinations (9, 16, 25, 30, and 35%), with the other model parameters (e.g., erodibility, conservation practice, etc) being treated as constants. Sediment yields were recorded from 27 rainfall events between July and October 2003. It was found that both the classic USLE and the McCool models over-estimated sediment yields at all slope angles. However, the classic USLE produced a smaller relative error (RE) than the McCool model at plots with slopes of 9 and 16%, while the McCool model performed better at plots with slopes over 16% inclination. The calibration of the model using the S factor was then made for two slope range intervals, and the slope algorithm was later modified. The calibrated S factors were used in the prototype model for slope ranges of 9 to 16% using classic USLE and for slopes from 16 to 35% using the McCool model. The results revealed that an acceptable accuracy can be obtained through model calibration. The model validation based on paired t-test, on the other hand, showed that there was no difference (alpha=0.05) between measured and estimated sediment yield using both models. This result indicates that if data on various slope gradients are limited, MUSLE needs to be calibrated before application, especially with respect to topographic factors, in order to obtain an accurate estimate of the sediment yield from individual rainfall events.
关键词Model Calibration Musle Northern Thailand Sediment Yield Soil Erosion Steep Slope
DOI10.4141/CJSS09076
收录类别SCI
语种英语
WOS记录号WOS:000285655900006
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文献类型期刊论文
条目标识符http://ir.kib.ac.cn/handle/151853/23928
专题资源植物与生物技术所级重点实验室
作者单位1.Kunming Inst Bot, Sch Environm Resources & Dev, Kunming, Peoples R China
2.Kunming Inst Bot, Ctr Mt Ecosyst Studies, Kunming, Peoples R China
3.Asian Inst Technol, Sch Engn & Technol, Klongluang, Pathumthani, Thailand
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Pongsai, Somnuck,Vogt, Dietrich Schmidt,Shrestha, Rajendra P.,et al. Calibration and validation of the Modified Universal Soil Loss Equation for estimating sediment yield on sloping plots: A case study in Khun Satan catchment of northern Thailand[J]. CANADIAN JOURNAL OF SOIL SCIENCE,2010,90(4):585-596.
APA Pongsai, Somnuck,Vogt, Dietrich Schmidt,Shrestha, Rajendra P.,Clemente, Roberto S.,&Eiumnoh, Apisit.(2010).Calibration and validation of the Modified Universal Soil Loss Equation for estimating sediment yield on sloping plots: A case study in Khun Satan catchment of northern Thailand.CANADIAN JOURNAL OF SOIL SCIENCE,90(4),585-596.
MLA Pongsai, Somnuck,et al."Calibration and validation of the Modified Universal Soil Loss Equation for estimating sediment yield on sloping plots: A case study in Khun Satan catchment of northern Thailand".CANADIAN JOURNAL OF SOIL SCIENCE 90.4(2010):585-596.
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