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Experimental and numerical study on hydrodynamics of riparian vegetation 被引量:4

Experimental and numerical study on hydrodynamics of riparian vegetation
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摘要 Recently, many channelized rivers tend to be heavily vegetated due to regime shifts in hydrological, fluvial and ecological processes. Dense vegetation in a river frequently obstructs a flood flow and reduces conveyance capacity of channels. On the other hand, river vegetation provides various ecological services such as habitats for various species and life, natural cycle of organic and inorganic substances, etc.. It is of engineering importance to understand vegetation hydrodynamics in order to preserve vegetation nature and keep a certain level of flow conveyance capacity. In view that willows tend to be densely vegetated along the shoreline of floodplains or sandbars, a field measurement, a physical model experiment and a numerical analysis were carried out for investigating hydrodynamics in an open channel with riparian vegetation. Discussion was made focusing on flow and shear layer structures developed around the vegetation canopy. Recently, many channelized rivers tend to be heavily vegetated due to regime shifts in hydrological, fluvial and ecological processes. Dense vegetation in a river frequently obstructs a flood flow and reduces conveyance capacity of channels. On the other hand, river vegetation provides various ecological services such as habitats for various species and life, natural cycle of organic and inorganic substances, etc.. It is of engineering importance to understand vegetation hydrodynamics in order to preserve vegetation nature and keep a certain level of flow conveyance capacity. In view that willows tend to be densely vegetated along the shoreline of floodplains or sandbars, a field measurement, a physical model experiment and a numerical analysis were carried out for investigating hydrodynamics in an open channel with riparian vegetation. Discussion was made focusing on flow and shear layer structures developed around the vegetation canopy.
出处 《Journal of Hydrodynamics》 SCIE EI CSCD 2014年第5期796-806,共11页 水动力学研究与进展B辑(英文版)
基金 supported by the Himeji River Road Management Office, the Ministry of Land, Infrastructure, Transport and Tourism the Grant-in-Aid for Scientific Research (B)(Grant No. 23360212, Leader: Kohji Michioku).
关键词 open channel riparian vegetation drag force velocity profile laboratory experiment hydrodynamic model open channel, riparian vegetation, drag force, velocity profile, laboratory experiment, hydrodynamic model
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