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Principle of equivalency of bed structures and bed load motion

International Journal of Sediment Research 2012年第3期27卷 288-305页

作者： Zhao-yin WANG Kang ZHANG State Key Lab of Hydroscience and Engineering Tsinghua University

step-pool systems and cobble clusters are structures composed of boulders and cobbles on mountain streambeds rearranged by flood flow to reach high resistance and high bed *** bed structures and bed load motion can protect the riverbed from *** each step-pool,the flow energy is transformed into turbulence,and finally into *** load motion also consumes flow energy and plays a role to protect the bed from *** collision of bed load particles with the bed results in a force,known as dispersive force,which balances the lift force and controls the erosion of bed *** investigations and field experiments were conducted in the Xiaojiang River basin on the Yunnan-Guizhou plateau of China,where there were incised streams and stable streams with bed load motion or with step-pool *** study reveals that for a given stream power, strong bed structures are associated with low or zero bed load transportation;and weak or no bed structures are associated with intensive bed load *** showed that for incised streams, the final bed profiles were the same if there was bed load motion or there were bed *** key stones that made up the bed structures,for instance the large boulders in steps,were removed,the flow immediately scoured the sediment *** bed load transportation sharply increased by 100 times and the median diameter of bed load increased by 2-20 *** structures and bed load motion are mutually replaceable for their effects on flow energy consumption and streambed incision *** is the principle of equivalency of bed load motion and bed *** is due to the principle that there was no bed load motion in the Yalutsangpo Grand Canyon,where a very strong step-pool system had developed,although the bed gradient and shear stress of flow were extremely high.A possible application of this principle for incision control of the downstream reaches of the Three Gorges Dam is also discussed in t

关键词： Bed structures Bed load motion Riverbed incision Stream power step-pool system

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RIVER BED DYNAMICS AND BED SEDIMENT TRANSPORTIN MOUNTAIN TORRENTS IN MOUNTAIN TORRENTS

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International Journal of Sediment Research 1997年第3期 80-92页

作者： Peter Ergenzinger Carmen de Jong Berlin Environmental Research Group Institut fur Geographische Wissenschaften Freie Universitut Berlin Grunewaldstr. 35, 12165 Berlin, Germany

Undoubtfully there is a strong interrelationship between sediment transport and river bed dynamics. Instable river beds are the result and the reason for erosion, transport and for accumulation of bed sediments. Since the investigations of Simons & Richardson (1962) the interpretation on flow regime, bed roughness and resistance to flow is well investigated for Sandy bed material. In contrast there is a certain neglect of knowledge in the case of coarser material. The big difference between these river beds are caused by the distinctive erodibility of the coarse materials and their restricted availability. Nevertheless the regime concept is a good tool not only for the classification of many phenomena but will help to understand the dynamics of both river beds and transports of mountain torrents.

关键词： Fluvial Geomorphology Bedload transport Flow regimes. Mountain torrent. Bed structures Clusters step-pool system

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