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首页> 外文期刊>Advances in civil engineering >Hydrodynamic Performance and Cavitation Analysis in Bottom Outlets of Dam Using CFD Modelling
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Hydrodynamic Performance and Cavitation Analysis in Bottom Outlets of Dam Using CFD Modelling

机译:CFD建模水坝底部插座的流体动力性能和空化分析

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摘要

Bottom outlets are significant structures of dams, which are responsible for controlling the flow rate, operation, or removal of reservoir sedimentation. The service gate controls the outlet flow rate, and whenever this gate is out of order, the emergency gate which is located at upstream is utilized. The cavitation phenomenon is one of the common bottom outlets’ problems due to the rapid flow transfer. The present research is a numerical study of the flow pattern in a dam’s bottom outlet for different gate openings by the use of Flow-3D software and RNG k-ε turbulence model. The investigation is carried out on the Sardab Dam, an earth dam in Isfahan (Iran). The maximum velocity for 100% opening of the gate and Howell Bunger valve is about 18?m/s in the section below the gate, and the maximum velocity for 40% opening of the gate is equal to 23.1?m/s. For 50% opening of the service and emergency gate in the valve’s upstream areas, the desired pressure values are reduced. Moreover, in the areas between the two emergency and service gates, the pressure values are reduced. The possibility of cavitation in this area can be reduced by installing aerators. The flow pattern in Sardab Dam’s bottom outlet has relatively stable and proper conditions, and there are no troublesome hydraulic phenomena such as local vortices, undesirable variations in pressure, and velocity in the tunnel, and there is no flow separation in the critical area of flow entering into the branch.
机译:底部出口是坝体的显着结构,负责控制储层沉降的流速,操作或去除。服务门控制出口流速,并且只要该门出现故障,就使用位于上游的紧急栅极。空化现象是由于流动传递快速的常见底部出口问题之一。本研究是通过使用流动3D软件和RNG K-ε湍流模型的不同栅极开口的大坝底部出口中流动模式的数值研究。调查在伊斯法罕(伊朗)的地球大坝上进行了Sardab大坝。在栅极下方的截面中为100%开口的最大速度为约18Ωm/ s,并且40%开口的最大速度等于23.1μm/ s。对于50%的服务和紧急门在阀的上游区域开口,降低了所需的压力值。此外,在两个紧急和服务门之间的区域中,压力值减小。通过安装曝气器可以减少该区域中空化的可能性。 Sardab Dam的底部出口中的流动模式具有相对稳定和适当的条件,并且没有麻烦的液压现象,例如局部涡流,压力的不良变化,隧道中的速度,并且在流动的临界区域中没有流动分离进入分支机构。

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