近底水流結(jié)構(gòu)與推移質(zhì)輸移規(guī)律試驗(yàn)研究
[Abstract]:The near bottom sediment movement is closely related to the flow structure near the bed surface. The spatial and temporal differences of the near bottom flow structure under different flow and boundary conditions are studied in detail. It is of more direct and effective academic significance to reveal the complex variability of sediment movement and transport near the bottom. In this paper, a series of flume tests are carried out, ADV velocimeter and high-speed camera technology are used to collect the velocity and turbulent eigenvalues near the wall, and the bed load transport is measured in strips. By comparing the velocity structure difference of the transverse dense measuring point, the different variation characteristics of the temporal and spatial distribution of the velocity near the bottom and the variation of the velocity structure on both sides are analyzed. Based on the quantitative observation model of sediment transport strip, the spatial transverse distribution characteristics of push load transport are analyzed in detail. In addition, through the synchronous correlation analysis between the velocity measurement point and the time and space of the sediment transport strip, the relationship between the two is discussed. It is considered that the velocity distribution of the flow and its turbulent structure affect the transfer of the transfer material, in which the pulsating intensity plays a very obvious role. In this flume experiment, the movement characteristics of water and sediment near the bottom and the transverse distribution of push load transport are studied. The related tests are carried out by precision variable slope flume equipment, and the velocity measurement of the experimental section is carried out by ADV, and the dynamic transport record of bed load sediment transport is recorded in real time by the dynamic measuring device. The influence of near-bottom flow structure on push load transport is analyzed from dynamic sediment transport process collection and instantaneous velocity. The experimental results under different flow conditions show that the lateral sediment transport decreases gradually from the middle band to the two sides of the band, and shows a skewness distribution. It is found that the velocity distribution and turbulence intensity of the transverse velocity have a great influence on the transverse distribution of sediment transport near the bottom of the flow. The bed shape is caused by the constant flow load transport rate and the transverse distribution of cross section velocity in open channel. The transverse distribution of bed load sediment transport is one of the key problems to be further studied in sediment transport dynamics. The research on the transport mechanism, influencing factors and calculation methods of bed load sediment transport needs to be further explored.
【學(xué)位授予單位】:華北水利水電大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2017
【分類號(hào)】:TV142.2
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