Sediment and solute transport on soil slope under simultaneous influence of rainfall impact and scouring flow

被引:44
作者
Guo, Tailong [1 ,2 ]
Wang, Quanjiu [1 ,3 ]
Li, Dingqiang [2 ]
Wu, Laosheng [4 ]
机构
[1] Chinese Acad Sci, State Key Lab Soil Eros & Dryland Farming Loess P, Inst Soil & Water Conservat, Yangling 712100, Shaanxi, Peoples R China
[2] Guangdong Inst Ecoenvironm & Soil Sci, Guangdong Key Lab Comprehens Control Agroenvironm, Guangzhou 510650, Guangdong, Peoples R China
[3] Xian Univ Technol, Xian 710048, Shaanxi, Peoples R China
[4] Univ Calif Riverside, Dept Environm Sci, Riverside, CA 92521 USA
关键词
loess soil; erosion; solute transport; scouring inflow rates; Reynolds number; SURFACE RUNOFF CONTAMINATION; MODELING WATER EROSION; OVERLAND-FLOW; PHYSICAL PRINCIPLES; SIMULATED RAINFALL; RILL HYDRAULICS; DETACHMENT; CHEMICALS; RESISTANCE; SPLASH;
D O I
10.1002/hyp.7605
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Soil erosion and nutrient losses with surface runoff in the loess plateau in China cause severe soil quality degradation and water pollution. It is driven by both rainfall impact and runoff flow that usually take place simultaneously during a rainfall event. However, the interactive effect of these two processes on soil erosion has received limited attention. The objectives of this study were to better understand the mechanism of soil erosion, solute transport in runoff, and hydraulic characteristics of flow under the simultaneous influence of rainfall and shallow clear-water flow scouring. Laboratory flume experiments with three rainfall intensities (0, 60, and 120 mm h(-1)) and four scouring inflow rates (10, 20, 30, and 40 l min(-1)) were conducted to evaluate their interactive effect on runoff. Results indicate that both rainfall intensity and scouring inflow rate play important roles on runoff formation, soil erosion, and solute transport in the surface runoff. A rainfall splash and water scouring interactive effect on the transport of sediment and solute in runoff were observed at the rainfall intensity of 60 mm h(-1) and scouring inflow rates of 20 l min(-1). Cumulative sediment mass loss (Ms) was found to be a linear function of cumulative runoff volume (Wr) for each treatment. Solute transport was also affected by both rainfall intensity and scouring inflow rate, and the decrease in bromide concentration in the runoff with time fitted to a power function well. Reynolds number (Re) was a key hydraulic parameter to determine erodability on loess slopes. The Darcy-Weisbach friction coefficients (f) decreased with the Reynolds numbers (Re), and the average soil and water loss rate (M-1) increased with the Reynolds numbers (Re) on loess slope for both scenarios with or without rainfall impact. Copyright (C) 2010 John Wiley & Sons, Ltd.
引用
收藏
页码:1446 / 1454
页数:9
相关论文
共 57 条
[1]   RESISTANCE TO OVERLAND-FLOW ON DESERT HILLSLOPES [J].
ABRAHAMS, AD ;
PARSONS, AJ ;
LUK, SH .
JOURNAL OF HYDROLOGY, 1986, 88 (3-4) :343-363
[2]  
Abrahams AD, 1996, EARTH SURF PROC LAND, V21, P35, DOI 10.1002/(SICI)1096-9837(199601)21:1<35::AID-ESP539>3.0.CO
[3]  
2-T
[4]   THE EXTENT AND NATURE OF RAINFALL-SOIL INTERACTION IN THE RELEASE OF SOLUBLE CHEMICALS TO RUNOFF [J].
AHUJA, LR ;
LEHMAN, OR .
JOURNAL OF ENVIRONMENTAL QUALITY, 1983, 12 (01) :34-40
[5]   EFFECT OF SOIL SLOPE AND RAINFALL CHARACTERISTICS ON PHOSPHORUS IN RUNOFF [J].
AHUJA, LR ;
SHARPLEY, AN ;
LEHMAN, OR .
JOURNAL OF ENVIRONMENTAL QUALITY, 1982, 11 (01) :9-13
[6]   THE MECHANISM OF RAINDROP SPLASH ON SOIL SURFACES [J].
ALDURRAH, MM ;
BRADFORD, JM .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1982, 46 (05) :1086-1090
[7]   Factors affecting runoff and erosion under simulated rainfall in Mediterranean vineyards [J].
Arnaez, J. ;
Lasanta, T. ;
Ruiz-Flano, P. ;
Ortigosa, L. .
SOIL & TILLAGE RESEARCH, 2007, 93 (02) :324-334
[8]  
Benik SR, 2003, T ASAE, V46, P1113, DOI 10.13031/2013.13962
[9]  
Catt J. A., 1994, Conserving soil resources: European perspectives. Selected papers from the First International Congress of the European Society for Soil Conservation., P94
[10]  
Chow V. T., 1959, Open-channel Hydraulics