水保所知识产出(1956---)知识库

冻融后坡面为水力侵蚀产沙提供了大量有效物质源，是河道泥沙的主要策源地。该研究利用室内模拟冻融和径
流冲刷试验，设置不同冻融循环次数、坡度和流量梯度，分析冻融对土壤分离能力及侵蚀阻力的影响机制。结果表明，
冻融条件下，坡度、流量和冻融循环次数均对土壤分离能力有显著影响（P<0.05），贡献率分别为 17.94%、19.96%和 18.43%。
冻融前后，土壤分离能力基本均随坡度和流量的增加而增大，冻融后的均值（5.28±2.48 g/(cm 2 ·min)）显著大于冻融前
（2.39 ±1.71 g/(cm 2 ·min)），但冻融后的增幅明显小于冻融前。不同坡度和流量条件下，冻融 1 次后，土壤分离能力均显
著增大（P<0.05），但其随冻融循环次数增加的变化趋势差异较大，只有在坡度与流量同时较小（10°和≤18L/min）或较
大（15°和≥18L/min）时，呈显著增大趋势。冻融循环 1、5、10 次后，土壤细沟可蚀性分别增大 1.25、1.66 和 1.72 倍，
随冻融次数的增加逐渐趋于稳定；土壤临界剪切力冻融后显著降低，与冻融次数无明显关系。冻融后土壤平均容重、水
稳性团聚体和抗剪强度分别降低了 6.61 %、24.77 %和 21.35 %，土壤孔隙度和三相结构指数变化与之相反。冻融条件下，
土壤细沟可蚀性与水稳性团聚体和抗剪强度呈显著负相关关系，而与孔隙度呈显著正相关关系。

 Soil detachment is the initial stage of soil erosion, which refers to the process of soil surface particles detached from
the original soil under the action of rainfall splash or runoff, and is the main source of erosion sediment. The slope after
freeze-thaw provides a large number of effective materials for water erosion. In recent decades, as the global climate tends to
be warmer, the effects of freeze-thaw in the areas of high latitude and high elevation have been intensified. This study was
conducted to investigate the effects of freeze-thaw on soil detachment capacity and erosion resistance by means of indoor
simulation freeze-thaw and runoff scour tests. Soil samples were collected from the top 20 cm of abandoned land in Loess
Plateau of China. To remove stones, grass, and other debris, air-dried soil samples were sieved through a 5 mm mesh. Soil
samples were stored in polyvinyl chloride (PVC) cylindrical boxes based on the bulk densities in the field. Then the samples
were frozen at -10 ℃ for 12 hours and thawed at room temperature between 5℃ and 10℃ for 12 hours to simulate the
natural phenomenon of night freezing and day thawing. Soil detachment capacity was measured in a 4.0 m long, 0.15 m wide
flume. The loessal soil was subjected to 0, 1, 5, 10 freeze-thaw cycle times before it was scoured, while the slope and flow
discharge of flume experiments were 10°, 15° and 12, 18, 24 L/min, respectively. The results showed that slope, flow
discharge and freeze-thaw cycle times all had significant effects on soil detachment capacity (P<0.05), with contribution rates
of 17.94%, 19.96% and 18.43%, respectively. Soil detachment capacity basically increased with the increase of slope and flow
rate. The mean value after freeze-thaw (5.28±2.48 g/(cm 2 ·min)) was significantly higher than that before freeze-thaw (2.39±
1.71 g/(cm 2 ·min)), but the degree of increase after freeze-thaw was significantly lower than that before freeze-thaw. Under
different slope and flow rate conditions, soil detachment capacity increased significantly after first freeze-thaw (P<0.05). The
variation trend of soil detachment capacity with the times of freeze-thaw cycles was significantly different. Only when the
slope and flow rate were both small (10° and ≤18 L/min) or large (15° and ≥18 L/min), the trend increased significantly.
After 1, 5 and 10 times of freeze-thaw cycle, the rill erodibility increased by 1.25, 1.66 and 1.72 times respectively, and
gradually became stable with the increase of freeze-thaw cycle times. The critical shear stress decreased significantly after
freeze-thaw cycles and had no significant relationship with freeze-thaw cycle times. After freeze-thaw, the means of soil bulk
density, water stable aggregates and shear strength decreased by 6.61%, 24.77% and 21.35%, respectively. Under the condition
of freeze-thaw, rill erodibility was negatively correlated with water stable aggregates and shear strength, but positively
correlated with soil porosity. This study can provide reference for the study of complex erosion of freeze-thaw and water.