Numerical Simulation on Slip-type Flip Bucket at Flood DischargingTunnel of Xiaowan Hydropower Station

CHEN Rui-hua, YANG Ji-jian, MA Lin, HU Zhong-ke, GAO Lan-lan

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (4) : 56-60.

PDF(1614 KB)
PDF(1614 KB)
Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (4) : 56-60. DOI: 10.11988/ckyyb.20160121
HYDRAULICS

Numerical Simulation on Slip-type Flip Bucket at Flood DischargingTunnel of Xiaowan Hydropower Station

  • CHEN Rui-hua1, YANG Ji-jian1, MA Lin1, HU Zhong-ke1, GAO Lan-lan2
Author information +
History +

Abstract

Although slip-type flip bucket is widely used in hydraulic projects, there is no mature method to design it. The bucket type is designed preliminarily according to similar projects, and is optimized through model test. However, model test features with long time, high cost,and low accuracy of conventional instruments. In this article, three-dimensional numerical simulation is carried out on the slip-type flip bucket at the flood discharging tunnel of Xiaowan hydropower station in association with RNG k-ε turbulence model and FAVOR technology of Flow 3D. The computation results of some main hydraulic parameters inclusive of water depth, water jet shape, point of jet entering water in the downstream and upstream, peak height of water jet, and angle of water jet are in accordance with model test and prototype observation. Flow 3D could save time and cost in designing slip-type flip bucket.

Key words

slip-type flip bucket / numerical simulation / model test / prototype observation / Flow 3D

Cite this article

Download Citations
CHEN Rui-hua, YANG Ji-jian, MA Lin, HU Zhong-ke, GAO Lan-lan. Numerical Simulation on Slip-type Flip Bucket at Flood DischargingTunnel of Xiaowan Hydropower Station[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(4): 56-60 https://doi.org/10.11988/ckyyb.20160121

References

[1] 陈华勇,许唯临,邓 军,等. 窄缝消能工水力特性的数值模拟与试验研究[J]. 水利学报,2012,43(4):445-451.
[2] 薛宏程,刁明军,岳书波,等. 溢洪道出口斜切型挑坎挑射水舌三维数值模拟[J]. 水利学报,2013,44(6):703-709.
[3] 李乃稳,刘 超,李龙国,等. 高拱坝深孔斜窄缝挑坎水力特性的数值模拟研究[J]. 水力发电学报,2013,32(3):108-113,119.
[4] 杜 兰,黄国兵,许学问. 窄缝挑坎水力特性三维数值模拟研究[J]. 长江科学院院报,2013,30(6):43-46.
[5] 焦爱萍,刘沛清. 单股窄薄片状射流入射水垫塘流场数值模拟研究[J]. 水利水电技术,2007,38(9):28-31.
[6] HIRT C W, NICHOLS B D. Volume of Fluid(VOF) Method for the Dynamics of Free Boundaries[J]. Journal of Computational Physics, 1981,39(1): 201-225.
PDF(1614 KB)

Accesses

Citation

Detail

Sections
Recommended

/