首页> 外文期刊>Journal of Hydraulic Engineering >Case Study of an S-Shaped Spillway Using Physical and Numerical Models
【24h】

Case Study of an S-Shaped Spillway Using Physical and Numerical Models

机译:使用物理和数值模型的S形溢洪道案例研究

获取原文
获取原文并翻译 | 示例
           

摘要

The spillway studied in this paper was designed as an "S" shape in plan view, characterized in two curved conduits, steep slopes, and small curvature radiuses. An approach of the combination of physical and numerical models was adopted to study the hydraulic characteristics and examine the feasibility of the design. By setting proper sills whose specific layouts were determined by numbers of experiments at the bottom of the curved conduits, the flow pattern was significantly improved. The k-ε turbulence model was used to simulate the three-dimensional turbulent flow. The free water surface was determined by the volume of fluid method, and the governing equations were solved by the finite volume method. Simulated results of the free water surface and the velocity are in good agreement with measured data. It is shown that S shaped spillways are feasible in practical projects. Moreover, numerical simulations are useful for the design and analysis of S shaped spillways.
机译:本文研究的溢洪道在平面图中设计为“ S”形,具有两个弯曲的导管,陡峭的坡度和较小的曲率半径。采用物理模型和数值模型相结合的方法研究水力特性并检验设计的可行性。通过在弯管的底部设置适当的门槛,其具体布局由实验次数确定,流型得到了显着改善。使用k-ε湍流模型来模拟三维湍流。用流体体积法确定自由水面,并用有限体积法求解控制方程。自由水面和速度的模拟结果与实测数据非常吻合。结果表明,S形溢洪道在实际工程中是可行的。此外,数值模拟对于S型溢洪道的设计和分析很有用。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号