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首页> 外文期刊>Journal of Hydrology >Soil erosion due to rainfall impact with no inflow: a numerical solution with spatial and temporal effects of sediment settling velocity characteristics
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Soil erosion due to rainfall impact with no inflow: a numerical solution with spatial and temporal effects of sediment settling velocity characteristics

机译:没有降雨的降雨影响造成的土壤侵蚀:具有沉降速度特性时空影响的数值解

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Dynamic changes take place in the nature of sediment eroded from bare soil at low slopes by rainfall impact when there is no inflow of water at the top of the eroding slope. This relates initially to fine soil sediment not settling back onto the soil after the rainfall impact. Coupled partial differential equations describing such dynamic changes have been solved numerically for a bed of soil, bounded at its upper end, and subject to a constant rainfall rate. This solution allows prediction of the change with time and downslope distance in the concentration and settling velocity (or size) characteristics of eroding sediment, allowing critical evaluation of the assumption of space-independent sediment characteristics made in prior approximate analytical solutions of the equations involved. Following the determination of as yet unpredictable soil-related parameters in the equations, the solution was tested by comparison with experimented data on two soils of contrasting structural stability, namely a vertosol [The Australian Soil Classification (1996)] and a aridisol. Investigations included the determination of a minimum number of sediment size classes required to adequately describe the settling velocity characteristics, based on the shape of the underlying basic settling velocity characteristic, which is used to predict the dynamics of sediment deposition. The effect on the solution of observed structural breakdown in soil aggregation due to rainfall impact was investigated, leading to more accurate predictions of the settling velocity characteristics of eroded sediment. Other sources of discrepancy between theory and observation remain to be determined. (C) 2004 Elsevier B.V. All rights reserved.
机译:当侵蚀坡面顶部没有水流入时,降雨影响从低坡度裸露土壤侵蚀的沉积物的性质发生动态变化。最初,这与降雨影响后土壤细小泥沙不能沉降到土壤上有关。描述了这种动态变化的耦合偏微分方程已经在数值上求解了一个土壤床,该土壤床的上限是有界的,并且受到恒定的降雨率的影响。该解决方案可以预测侵蚀性沉积物的浓度和沉降速度(或尺寸)特性随时间和下坡距离的变化,从而可以对涉及的方程式的先前近似分析解决方案中与空间无关的沉积物特性的假设进行严格评估。在确定方程中尚未确定的与土壤相关的参数之后,通过与两种具有相反结构稳定性的土壤的实验数据进行比较,对测试溶液进行了测试,即Vertosol [澳大利亚土壤分类(1996)]和aridisol。研究包括根据潜在的基本沉降速度特征的形状,确定能够充分描述沉降速度特征所需的最小数量的沉积物尺寸类别,该基本沉降速度特征用于预测沉积物的沉积动力学。研究了降雨引起的土壤团聚对观察到的结构破坏的解决方案的影响,从而导致对侵蚀沉积物沉降速度特征的更准确预测。理论与观察之间差异的其他来源仍有待确定。 (C)2004 Elsevier B.V.保留所有权利。

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