竖井溢洪道体型研究

Shaojia Yang, Xiaoyu Liu, Jinfeng Wang, Hongbo Zhu
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摘要

本文通过数值模拟研究了竖井溢洪道形状对其性能的影响,以提高其设计和运行效率。研究分析了压力斜坡段的类型、转弯段半径的灵敏度以及静水池的最佳布置。研究发现,增加压力斜坡段的长度可以稳定隧道压力段的水流。通过增大转弯段的半径可以减少偏转现象。静水池的对称布置可以改善水流模式。通过数值模拟,本文对竖井溢洪道的优化设计提出了一些建议,以提高其性能和效率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the body type of shaft spillway
In this paper, the influence of shaft spillway shape on its performance is studied by numerical simulation to improve its design and operation efficiency. The type of pressure slope section, the sensitivity of the radius of the turning section, and the optimal arrangement of the stilling pool are studied and analyzed. It is found that increasing the length of the pressure slope section can stabilize the flow in the pressure section of the tunnel. The deflection phenomenon can be reduced by increasing the radius of the turning section. The symmetrical arrangement of the stilling pool can improve the water flow pattern. Through numerical simulation, the paper provides some suggestions on the optimal design of the shaft spillway to improve its performance and efficiency.
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