BAI Yujie, ZHANG Fengbao, YANG Mingyi, et al. Hydrodynamic Mechanism of Variation in Soil Erosion Rate on Steep Loess Slopes[J]. 2018, 32(4): 1-6.
DOI:
BAI Yujie, ZHANG Fengbao, YANG Mingyi, et al. Hydrodynamic Mechanism of Variation in Soil Erosion Rate on Steep Loess Slopes[J]. 2018, 32(4): 1-6. DOI: 10.13870/j.cnki.stbcxb.2018.04.001.
Hydrodynamic Mechanism of Variation in Soil Erosion Rate on Steep Loess Slopes
This paper oriented to study hydrodynamic characteristics of steep loess slopes (25°~50°)
in an attempt to lay down a foundation for elucidating the in-depth relationships of the hydrodynamic characteristics of shallow water flow on slopes with soil erosion. An indoor experiment was carried out to simulate rainfalls on steep loess slopes. The experiment was designed to have only one soil type (loessal soil)
three rainfall intensities (1.0 mm/min
1.5 mm/min and 2.0 mm/min) and six slope gradients (25°
30°
35°
40°
45° and 50°). Results showed that:(1) Soil erosion rate increased with rising rainfall intensities on slopes with the same gradient
and under the same rainfall intensity
the effects of slope gradients on soil erosion rate exhibited a critical point in gradient
that was
between 40° and 45°. On slopes with gradient lower than the critical point
soil erosion rate increased with rising slope gradients
whereas on slopes with gradient higher than the point
stream power and unit energy of water-carrying section were increased with the rising rainfall intensities and slope gradients
while stream power had the best regularity. (3) The increasing power functions were found between soil erosion rate with flow shear stress
unite stream power and unit energy of water-carrying section
with the determining coefficient of R2(ω)>R2(τ)>R2(E). So stream power was the best one of all the hydrodynamic parameters tested to describe the soil erosion process on the steep loess slopes.
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Sadeghi S H, Moosavi V, Karami A, et al. Soil erosion assessment and prioritization of affecting factors at plot scale using the Taguchi method[J].Journal of Hydrology,2012,S448/449(15):174-180.
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