WANG Aijuan1, FU Suhua2, 3. Study on Rill Erosion Parameters of Purple Soil in the Physical Erosion Model[J]. 2016, 30(6): 96-99.
DOI:
WANG Aijuan1, FU Suhua2, 3. Study on Rill Erosion Parameters of Purple Soil in the Physical Erosion Model[J]. 2016, 30(6): 96-99. DOI: 10.13870/j.cnki.stbcxb.2016.06.017.
Study on Rill Erosion Parameters of Purple Soil in the Physical Erosion Model
A series of flume experiments were conducted at the condition of different runoff discharge
slope gradient and slope length. The Purple soil with a clay texture is the typical soil in the upper reaches of the Yangtze river.The flume with the size of 30 cm wide and 10 m long were used.eleven slope lengths including 0.5 m
1 m
2 m
3 m
4 m
5 m
6 m
7 m
8 m
9 m and 10 m were used. The flume were divided into 3 rills and the rill width is 10 cm. Three slope gradients including 5°
15° and 23°and three flow discharges with 5 L/min
15 L/min
25 L/min were used in the experiments. All experiments were repeated three times and there were total 297 test sessions. The results showed that rill erosion was affected by flow hydraulic characteristics
soil properties and slope characteristics
with the increase of flow sediment concentration
the rill erosion rate showed a trend of decrease; The greater the flow rate and slope gradient
the bigger rill flow detachment and the rill erosion rate. Under the condition of 5 l/min of small flow discharge
rill erosion rate restricted by detachment rate and had no strict linear relationship with sediment concentration
but under condition of 15 l/min
25 l/min
rill erosion rate was linear correlation with sediment concentration. At the beginning of the rill
the rill erosion rate is the biggest
with the increases of rill length
the flow energy consumption for sediment transport
so sediment detachment decreased rapidly. The rill erosion rate and the rill length had a exponentially decreasing relationship by correlation analysis
and the correlation coefficient R2 changed between 0.45 to 0.98. By regression analysis
the average purple soil erodibility was 0.005 3 s/m
and the average critical shear stress was 2.92 Pa under experimental condition. The results provide data support for establishment and application of distributed physical model and serve as the further research of slope soil erosion of purple soil.
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Related Author
WANG Dandan
XU Haichao
SHAN Zhijie
QIN Wei
CHEN Junjia
CHEN Zhibiao
CHEN Zhiqiang
HUANG Jinxiang
Related Institution
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research
Key Laboratory for Humid Subtropical Eco-geographical Processes of the Ministry of Education, Fujian Normal University
School of Geographical Sciences, Fujian Normal University
Office of Water and Soil Conservation Committee of Ninghua County in Fujian Province, Ninghua
Key Laboratory of Eco-environments in Three Gorges Reservoir Region, Ministry of Education, College of Resources and Environment, Southwest University