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SEMI-EMPIRICAL SOLUTION OF ARCH MESH BARRIER STILLING BASIN

机译:拱形网眼灌水盆地的半实证解

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摘要

The arch mesh barrier is a stilling-basin appurtenance situated in the stilling basin, which has good hydraulic characteristics. Several physical hydraulic model investigations were conducted to evaluate the performance of the arch mesh barrier. The results of the model test indicate that the application of arch mesh barrier in the stilling basins can greatly decrease the scale of the energy dissipator at the toe of the dam. Based on the experiments, the resistance coefficient of the barrier was studied and the momentum equation of arch mesh barrier-stilling basin was solved. An empirical formula for calculates the conjugate depths Were given in this paper. The semi-empirical method of designing an arch mesh barrier for hydraulic jumping stilling basin was presented in this paper.
机译:拱形网状屏障是位于消融盆中的消融盆附属物,具有良好的水力特性。进行了几次物理水力模型研究,以评估拱形网格屏障的性能。模型试验结果表明,在缓和盆地中应用拱形网状屏障可以大大减小坝脚趾处的消能器规模。在试验的基础上,研究了障碍物的阻力系数,求解了拱形网格障碍物冲刷盆的动量方程。本文给出了计算共轭深度的经验公式。提出了一种设计水力跳跃式静水盆拱网屏障的半经验方法。

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