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Computational simulation of flow over stepped spillways

机译:阶梯溢洪道上水流的计算模拟

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Numerical simulations of water flow over stepped spillways with different step configurations are presented. The finite element computational fluid dynamics module of the ADINA software was used to predict the main characteristics of the flow. This included the determination of the water surface, the development of skimming flow over corner vortices, and the determination of energy dissipation. Since the actual flow is turbulent, the k-ε flow model was used. A two-phase solution process was adopted in order to optimize the overall simulation efficiency. In the first phase, a simple yet reasonable water surface consisting of three straight lines was used as an initial guess and was treated as a fixed wall. In the second phase, the results from the first phase were used as initial conditions and the water surface was treated as a free surface that evolved to attain a steady state configuration. For all the cases considered, the predicted water surface profile over the entire length of the spillway was in close agreement with the experimentally measured water surface profile. The predicted energy dissipation was also comparable to the experimentally attained values.
机译:提出了具有不同阶梯配置的阶梯溢洪道上水流的数值模拟。 ADINA软件的有限元计算流体动力学模块用于预测流动的主要特征。这包括确定水面,在拐角涡旋上产生撇油流量以及确定能量耗散。由于实际流动是湍流的,因此使用了k-ε流动模型。为了优化整体仿真效率,采用了两阶段求解过程。在第一阶段中,一个简单但合理的由三条直线组成的水表面被用作初始猜测,并被视为固定墙。在第二阶段中,将第一阶段的结果用作初始条件,并将水表面视为自由表面,该表面逐渐演变成稳态结构。对于所有考虑的情况,溢洪道整个长度上的预测水面轮廓与实验测得的水面轮廓非常吻合。预测的能量耗散也与实验获得的值相当。

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