Anti-scourability on Different Soil Horizons of Granite Collapsing Gully and Its Driving Forces[J]. 2017, 31(5): 9-13.
DOI:
Anti-scourability on Different Soil Horizons of Granite Collapsing Gully and Its Driving Forces[J]. 2017, 31(5): 9-13. DOI: 10.13870/j.cnki.stbcxb.2017.05.002.
Anti-scourability on Different Soil Horizons of Granite Collapsing Gully and Its Driving Forces
transition horizon (BC) and the parent material horizon (C) of granite collapsing gullies region in Tongcheng
Hubei province
the impact of slope and flow on soil anti–scouribility and related soil physical properties were explored. Specifically
the slope were 8.8%
17.6%
26.8%
36.4%
and 46.6%
and the flow were 0.2 L/s
and 1.0 L/s
respectively. The results showed that physical and chemical properties were ⑴ significant different among layer A
layer B
layer BC
and layer C of granite collapsing gully soil. ⑵ When the flow was constant
index of soil anti-scourability showed a decreasing trend
with the increase of the slope; when the slope was constant
the index under high flow conditions was low; at the same slope and flow conditions
the index decreased from layer A to layer C
indicating that layer A has the best anti-scourability
while layer C has the worst. ⑶ The soil anti-scourability index of all layer decreased linearly with the increase of the slope (p<0.05)
and the erosion resistance of soil decreased with the increase of the slope. The absolute values of the coefficients of regression equation in layer A were the largest and the constant was also the largest. This shows that theanti-scourability of layer Achanges sharply with the slope
the erosion resistance of layer A is the strongest and the soil loss is the least. ⑷ There was a positive correlation between soil anti-scourability index and the content of silt
clay content
water stability index and permeability coefficient
and negative correlation with soil dry density and sand content. The correlation between dry density and water stability index was very high
which showed extremely significant correlation. The soil anti-scourability was positively correlated with organic matter content
CEC and free iron Oxide
while negatively correlated with soil pH
specifically
the correlation coefficient with the organic matter content was greater than 0.9