Predicting ephemeral gully erosion with RUSLER and EphGEE

被引:0
作者
Dabney, Seth M. [1 ]
Vieira, Dalmo A. N. [2 ]
Yoder, Daniel C. [3 ]
机构
[1] USDA ARS, Natl Sedimentat Lab, Oxford, MS 38655 USA
[2] USDA ARS, Natl Sedimentat Lab, State Univ, AR 72467 USA
[3] Univ Tennessee, Knoxville, TN 37996 USA
来源
SEDIMENT DYNAMICS FROM THE SUMMIT TO THE SEA | 2014年 / 367卷
关键词
erosion; ephemeral gully erosion; sediment; sedimentation; waterway; RUNOFF;
D O I
暂无
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Ephemeral gully erosion is not included in predictions made with the Revised Universal Soil Loss Equation, version 2 (RUSLE2). A new distributed- applitation called RUSLER (RUSLE2-Raster) predicts distributed soil loss and its output can be linked with the new Ephemeral Gully Erosion Estimator (EphGEE). These models were applied to a 6.3 ha research watershed near Treynor, Iowa, USA, where runoff and sediment yield were measured from 1975 to 1991. Using a 3-m raster DEM, results indicate that ephemeral gully erosion contributed about one-third of the amount of sheet and rill erosion, and that considerable deposition of sediment originating from both sources occurred within the grassed waterway. For ambient conditions, predicted annual average watershed sediment yield was 17.5 Mg ha(-1) year(-1), 20% greater than the measured value of 14.6 Mg ha(-1) year(-1).
引用
收藏
页码:72 / 79
页数:8
相关论文
共 16 条
[1]  
[Anonymous], 1994, DESIGN HYDROLOGY SED
[2]  
Dabney SM, 2013, T ASABE, V56, P727
[3]   The application of the Revised Universal Soil Loss Equation, Version 2, to evaluate the impacts of alternative climate change scenarios on runoff and sediment yield [J].
Dabney, S. M. ;
Yoder, D. C. ;
Vieira, D. A. N. .
JOURNAL OF SOIL AND WATER CONSERVATION, 2012, 67 (05) :343-353
[4]  
Eghball B, 2000, J SOIL WATER CONSERV, V55, P172
[5]  
Foster GR., 1983, D.B. Simons Symposium on Erosion and Sedimentation, P21
[6]   HILL SHADING AND THE REFLECTANCE MAP [J].
HORN, BKP .
PROCEEDINGS OF THE IEEE, 1981, 69 (01) :14-47
[7]   A NEW PROCEDURE FOR GRIDDING ELEVATION AND STREAM LINE DATA WITH AUTOMATIC REMOVAL OF SPURIOUS PITS [J].
HUTCHINSON, MF .
JOURNAL OF HYDROLOGY, 1989, 106 (3-4) :211-232
[8]  
Karlen D.L., 2009, Electronic Journal of Integrative Biosciences, V7, P1
[9]  
Moorman TTB, 2007, J SOIL WATER CONSERV, V62, P329
[10]  
Rachman A, 2008, T ASABE, V51, P425, DOI 10.13031/2013.24384