冻融坡面水蚀动力参数动态响应时空演化过程
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S157.1

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国家自然科学基金项目(41471225);辽宁省农业领域青年科技创新人才培养计划项目(2014054)


A Study on the Temporal and Spatial Evolutionary Process of the Dynamic Response of Hydrodynamic Erosion Parameters on Freeze-thaw Slopes
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    摘要:

    为揭示冻融作用对坡面土壤水蚀的影响,探究春季解冻期坡面土壤的水蚀动力参数动态响应时空演化过程,采用2个坡度(10o,15o)、4个流量(4.5,6.5,8.5,10.5 L/min)和4个起始解冻深度(2,5,10,15 cm),进行野外径流冲刷试验,系统地分析冻融坡面水蚀动力参数雷诺数、弗劳德数、流速、水流剪切力、水流功率、单位水流功率在不同起始解冻深度、不同流量和不同坡度条件下的时空演化过程。结果表明:冻融坡面水蚀动力参数雷诺数、流速、水流剪切力和水流功率随流量的增加呈增加趋势;水流剪切力、水流功率与单位水流功率随坡度增加而增大;水流剪切力和水流功率随起始解冻深度的加深而增大;雷诺数、弗劳德数、流速和单位水流功率随起始解冻深度的变化趋势不明显,其起始解冻深度为5 cm时,水蚀动力参数随时间变化最为剧烈;建立了冻融坡面水蚀参数雷诺数(R2=0.728)、水流剪切力(R2=0.644)、水流功率(R2=0.721)、流速(R2=0.533)和单位水流功率(R2=0.553)的幂函数预测方程。

    Abstract:

    In order to reveal the effects of freezing and thawing on soil water erosion, and to study the temporal and spatial evolution processes of hydrodynamic erosion parameters on freeze-thaw slopes during the spring thaw period, two slopes (10° and 15°), four flow rates (4.5 L/min, 6.5 L/min, 8.5 L/min, and 10.5 L/min), and four original thaw depths (2 cm, 5 cm, 10 cm, and 15 cm) had been taken into consideration in this experiment under the circumstances of scouring slopes in the field. Hydrodynamic erosion parameters (the Reynolds number, Froude number, flow velocity, flow shear stress, stream power, and unit stream power) were systematically analyzed under the conditions of different original thaw depths, flow rate and slopes. The results showed that hydrodynamic erosion parameters, including the Reynolds number, flow velocity, flow shear stress, and stream power, were increased with the increasing flow rate. The flow shear stress, stream power, and unit stream power increased with the increasing of gradient. The flow shear stress and stream power were increased with the deepening of original thaw depth. The Reynolds number, Froude number, flow velocity, and the unit stream power changed less obviously with the original thaw depth. However, when the original thaw depth was 5cm, hydrodynamic erosion parameters changed the most dramatically with time. The power function prediction equation was established, including the Reynolds number (R2=0.728), the flow shear stress (R2=0.644), the stream power (R2=0.721), flow velocity (R2=0.533), and the unit stream power (R2=0.553).

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鲍永雪, 王 瑄, 周丽丽, 陈志强, 张 凯.冻融坡面水蚀动力参数动态响应时空演化过程[J].水土保持学报,2017,(2):103~110

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  • 在线发布日期: 2017-05-15
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