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    堤防溃口新型封堵体稳定性模型试验与数值模拟研究

    Physical Model Tests and Numerical Simulations on the Stability of Novel Levee Breach Blocking Elements

    • 摘要: 针对新型模块化封堵体的抗冲与抗滑稳定性问题,开展了多种封堵体的自由下落、起动及止动试验,系统研究了几何构型、尺寸、流速和摩擦系数对稳定性的影响规律;同时,利用流体动力学仿真软件建立了封堵体稳定性数值模型,对下落位移和起动流速具有良好的模拟效果.研究结果表明,在体积相近情况下,球型锥的起动流速较其他封堵体高23%~75%,且各流速下的水平下落位移均为最小;封堵体下落位移随尺寸增大呈递减趋势,与流速呈显著非线性正相关;起动与止动流速均随底板摩擦系数及尺寸增大而提高,其中球型锥的最大起动流速达5.84m/s.

       

      Abstract: Free fall,incipient motion,and cessation of motion experiments were conducted to investigate the anti-scour and anti-slide stability characteristics of new modular blocking bodies.The study analyzed the influence mechanisms of geometric configuration,block size,flow velocity,and friction coefficient on stability performance.A stability numerical model based on Computational Fluid Dynamics (CFD) was established,which simulates the falling displacement and incipient velocity with high accuracy.The results indicate that the spherical cone demonstrates superior stability compared to other configurations.Under similar volume conditions,the spherical cone exhibits 23% to 75% higher incipient velocity than other blocking bodies,and its horizontal falling displacement remains the minimum across all tested flow velocities.The falling displacement decreases with increasing block size and presents a significant nonlinear positive correlation with flow velocity.Both incipient and cessation velocities increase with higher bed friction coefficients and larger block sizes.Consequently,the maximum incipient velocity of the spherical cone reaches 5.84m/s.

       

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