Simulations demonstrating interaction between coarse and fine sediment loads in rain-impacted flow

被引:52
作者
Kinnell, PIA [1 ]
机构
[1] Univ Canberra, Sch Resource Environm & Heritage Sci, Canberra, ACT 2601, Australia
关键词
rainfall erosion; particle size; cohesive surfaces;
D O I
10.1002/esp.1249
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Rain-impacted flows dominate sheet and interrill erosion and are important in eroding soil rich in nutrients and other chemicals which may have deleterious effects on water quality. Erosion in rain-impacted flow is associated with raindrop detachment followed by transport either by the combination of flow velocity and raindrop impact (raindrop-induced flow transport, RIFT) or the inherent capacity of the flow to transport detached material. Coarse particles tend to be transported by RIFT, while tine particles tend to be transported without any assistance from raindrop impact. Because the transport process associated with coarse particles is not 100 per cent efficient, it generates a layer of loose particles on the soil surface and this layer protects the underlying soil from detachment. Simulations were performed by modelling the uplift and downstream movement of both fine and coarse particles detached from the soil surface by individual raindrop impacts starting with a surface where no loose material was present. The simulations produced a flush of fine material followed by a decline in the discharge of fine material as the amount of loose material built up on the bed. The decline in the discharge of fine material was accompanied by an increase in the discharge of coarse material. The relative amounts of coarse and fine material discharged in the flow varied with flow velocity anti cohesion in the surface of the soil matrix. The results indicate that the discharge of various sized sediments is highly dependent on local soil, rain and flow conditions and that extrapolating the results from one situation to another may not be appropriate. Copyright (c) 2006 John Wiley & Sons, Ltd.
引用
收藏
页码:355 / 367
页数:13
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