从单颗粒受力到群体运动特征的推移质研究
[Abstract]:The randomness of bed load motion is always a difficult point and hot spot in sediment research. The randomness of this motion is caused by the uncertainty of particle force in the final analysis. The uncertainty of particle force makes the characteristics of particle motion, velocity, single step length, single step time and stop time are all random in small and medium scale, such as moving or not, moving speed, single step length, single step time and stopping time, etc. The randomness of these variables leads to the diffusion of the particle population on the large scale of time and space. This paper focuses on the bedload motion in which rolling and sliding are the main motion forms of particles. By means of statistical mechanics, starting from the single particle force, the particle force is decomposed into deterministic part and random part, and the Langzhiwan equation describing the dynamics of single particle is established. The Fokk-Planck equation describing the probability density function of particle velocity (Probability density function, PDF) is derived, and the statistical characteristics of single particle force and particle population velocity are combined. On this basis, the stopping time is introduced into the Langzhiwan equation, the intermittent motion process of a large number of particles is simulated, and the convection and diffusion characteristics of the particle population on a large space-time scale are discussed. The dynamic evolution characteristics of sand bed and gravel bed are analyzed. The steady state analytical solution of Fokk-Planck equation shows that the velocity PDF is in good agreement with the experimental data, and both show exponential distribution (the PDF of forward velocity and negative velocity decay exponentially). The solution theoretically explains that this kind of exponential distribution is caused by a single particle force, that is, Coulomb friction and random force lead to this kind of exponential distribution, and the deterministic time-averaged force along the direction of water flow causes the distribution to be skewed. By directly simulating single particle velocity series by Lang Zhiwan equation, the single step motion process is extracted, and the relationship between single step length and single step time is obtained, which is in good agreement with experimental data, and shows the 5 / 3 power law relation between single step length and single step time. It shows that the single step length and the single step time are related. Although the Langzhiwan equation accurately describes the dynamic characteristics of moving particles, it is difficult to describe the mechanical state of particles when they are still. The main reason for this difficulty is the multivalue of friction force when the velocity is zero. Therefore, the normal / singular convection and diffusion characteristics of particles on a large space-time scale are simulated when different distributions are introduced when the velocity is zero. The results show that, for homogeneous particles, the velocity of particles is narrow tail distribution, even if the single step size is long tail distribution, it is not necessarily superdiffusion. The diffusion characteristics are determined by the tail characteristics of the stopping time distribution, and the stop time of different distributions can lead to underdiffusion. Superdiffusion and normal diffusion. Ignoring the single step time does not affect the convection characteristics of the particles, but affects the diffusion characteristics of the particles. For the heterogeneous particle population, because the assumption of the same distribution of random variables is no longer satisfied, the long tail distribution generated by the particle heterogeneity will lead to convection and diffusion characteristics completely different from the long tail distribution of uniform particles. In large space-time scale, there is always ballistic motion in non-uniform particle population, which corresponds to not singular diffusion, but deterministic separation along the path.
【学位授予单位】:清华大学
【学位级别】:博士
【学位授予年份】:2014
【分类号】:TV142.2
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