常曲率弯道二维流动稳定性与非线性演化规律分析
ANALYSIS OF HYDRODYNAMIC INSTABILITY AND NONLINEAR EVOLUTION CHARACTERISTICS OF TWO DIMENSIONAL FLOW IN CONSTANT CURVATURE BEND
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摘要: 国内外对弯曲河流的研究从线性特性转移到不稳定性与非线性特性上来, 弯曲河流作为一个不稳定的系统, 主要是受到水流和边界的不稳定性的影响.针对弯曲河流中存在的水流动力的不稳定性与非线性特征,利用弱非线性理论与摄动法进行展开, 在微弯条件下建立了时间模式下的常曲率 弯道二维水流扰动幅值与扰动幅角的非线性演化方程.研究了在不同弯曲度下的扰动发展特征,探讨了扰动流场在弯曲度影响下的时空分布的规律,分析了扰动流场中出现的扰动漩涡的运动过程, 阐述了弯曲度对弯曲边界内水流不稳定性的影响, 具体表现为在微弯的情况下, 弯道的弯曲度增大会提高河湾内水流的稳定性, 扰动振幅与扰动幅角会随弯曲度的增大其衰减速度更快, 并且扰动流速的对称性在弯曲度较大时减弱, 逐渐向弯道的凸岸偏斜, 在中性状态附近 的弯道水流动力具有对流不稳定性和非线性衰减的特征.本文的研究成果为构建水流动力非线性与床面形态几何非线性相互作用的模型提供了思路.Abstract: In recent years, the study of meandering river has shifted from linear characteristics to instability and nonlinear characteristics. Many researchers see the meandering river as an unstable system, for which they thought that the meandering river is mainly affected by the instability of the field flow and corresponding boundary. Aiming at the instability and nonlinear characteristics of the dynamics of the flow in meandering river, we make up the nonlinear evolution equations of flow disturbance amplitude and disturbance angle of constant curvature bend under the condition of weakly curve meandering, which were established by using the weakly nonlinear theory and perturbation method. In this paper we study the characteristics of disturbance development by considering different curvatures firstly, then discuss the spatial and temporal distribution characteristics of disturbed flow field under the influence of a series of curvatures, and expounds the influence of curvatures on the flow stability of curved river bend, in the end, we analyze the motion characteristics of disturbed vortex in disturbed flow field. We find that the increase of meandering bend curvature ratio will improve the stability of flow in the meandering bend, which is corresponding the others researchers' results. The disturbance amplitude and the disturbance angle of the flow decay faster with the increase of meandering curvature ratio, in the term of the symmetry of the disturbance velocity, which will become weaker with the increase of meandering curvature ratio and the incline to the convex bank of the bend when the meandering curvature ratio is larger. The flow dynamic of the meandering bend near the neutral state has the characteristics of convective instability and nonlinear attenuation. The research results in this paper provide a new idea for constructing a nonlinear interaction model of the nonlinear flow dynamics and the geometric nonlinearity of the meandering bed in the future research.