Numerical Simulation Analysis on the Shape Design of Double-expanded Flip Bucket

ZHANG Yi-qi, XIE Feng, HU Wen-zhu, YANG Fan

Journal of Changjiang River Scientific Research Institute ›› 2021, Vol. 38 ›› Issue (3) : 70-76.

PDF(2020 KB)
PDF(2020 KB)
Journal of Changjiang River Scientific Research Institute ›› 2021, Vol. 38 ›› Issue (3) : 70-76. DOI: 10.11988/ckyyb.201915202021
HYDRAULICS

Numerical Simulation Analysis on the Shape Design of Double-expanded Flip Bucket

  • ZHANG Yi-qi1, XIE Feng2, HU Wen-zhu1, YANG Fan1
Author information +
History +

Abstract

The hydraulic characteristics of a double-expanded flip bucket are simulated using FLOW-3D based on 3D incompressible fluid k-ε turbulence model. By analyzing the flow velocity in downstream channel and whether the water tongue directly impacts riverbank, we expound the hydraulic characteristics and the effects of the original flip bucket and two optimized schemes. According to the computation results under different conditions, the optimum shape of the flip bucket which meets the requirements of energy dissipation and discharge is given. Results reveal that compared with the original scheme, the radius of back arc increases from 64 m to 128 m, the length of back arc section increases by 10 m; the diffusion width of side wall is narrowed by 0.4 m, and the angle of pick-up reduces from 43.3° to 22 °. In the optimized schemes, the impact of water tongue on channel bank is significantly alleviated under the condition of low water level and flow rate; the lift distance of water tongue expands from 91.2 m to 118.8 m, away from bank slope; the maximum flow velocities on the left and right banks of the river drop by 0.7 m/s and 1 m/s respectively, and the return flow decreases. The research findings provide reference for the improvement of flow pattern downstream of flip flow energy dissipation.

Key words

flip bucket / energy dissipation and scour prevention / 3D numerical simulation / flow rate / water tongue / shape optimization

Cite this article

Download Citations
ZHANG Yi-qi, XIE Feng, HU Wen-zhu, YANG Fan. Numerical Simulation Analysis on the Shape Design of Double-expanded Flip Bucket[J]. Journal of Changjiang River Scientific Research Institute. 2021, 38(3): 70-76 https://doi.org/10.11988/ckyyb.201915202021

References

[1] 谢 宇.消力池挑流鼻坎试验优化设计研究[J].水利科技与经济,2017,23(2):21-24.
[2] 黄国兵,谢世平,段文刚.高坝泄洪挑流消能工优化研究与应用[J].raybet体育在线 院报,2011,28(10):90-93.
[3] 王 瑞,聂源宏.玛尔挡水电站溢洪道挑流鼻坎体型试验研究[J].中国农村水利水电,2019(9):211-215.
[4] 肖 彦,齐文杏.龙背湾水电站溢洪道挑流鼻坎优化研究[J].人民长江,2019,50(增刊1):305-308.
[5] 张 俊,刘飞鹏,邱 勇,等.泄流建筑物异型挑流鼻坎三维设计研究[J].水电能源科学,2015,33(7):97-100.
[6] 潘 露,王 川.溢洪道出口挑流鼻坎体型优化试验研究[J].人民长江,2018,49(增刊2):128-130,153.
[7] 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.
[8] 穆 亮,高学平.溢洪道挑流鼻坎水气二相流数值模拟研究[J].raybet体育在线 院报,2012,29(4):35-39.
[9] 张东明,王 媛.舌形坎与短边墙坎泄流水舌空中扩散规律研究[J].中国农村水利水电,2007(3):106-109.
[10] 王继保,张守磊.威远江水电站溢洪道挑流鼻坎数值模拟研究[J].人民长江,2010,41(8):92-95.
[11] 张术彬,常俊德,田振华.五道库水电站溢流坝挑流鼻坎优化试验[J].东北农业大学学报,2014,45(6):122-128.
[12] WU J H, LI S F, MA F. Energy Dissipation of Slot-type Flip Buckets[J]. Journal of Hydrodynamics, 2018, 30: 365-368.
[13] LIAN Ji-jian, HE Jun-ling, LIU Fang, et al. An Improved Empirical Model for Flood Discharge Atomization and Its Application to Optimize the Flip Bucket of the Nazixia Project[J]. International Journal of Environmental Research and Public Health, 2019, 16(3): 316-332.
[14] 焦爱萍,刘 艳.溪洛渡水电站泄洪洞出口挑流鼻坎体型优化研究[J].水利水电技术,2007(3):40-43.
[15] 刘飞鹏,龚爱民,陈春武,等.异型挑流鼻坎三维设计及整体泄流模拟研究[J].人民黄河,2017,39(5):104-108.
[16] 黄智敏,何小惠,钟勇明,等.乐昌峡水利枢纽工程溢流坝泄洪消能研究[J].raybet体育在线 院报,2011,28(5):18-22.
[17] HASSANPOUR N, HOSSEINZADEH DALIR A, FARSADIZADEH D, et al. An Experimental Study of Hydraulic Jump in a Gradually Expanding Rectangular Stilling Basin with Roughened Bed[J]. Water, doi: 10.3390/w9120945.
[18] DENG Jun, YANG Zheng-li, TIAN Zhong, et al. A New Type of Leak-floor Flip Bucket[J]. Science China (Technological Sciences), 2016, 59(4): 565-572.
[19] GAULKE D,DREYER M E.CFD Simulation of Capillary Transport of Liquid Between Parallel Perforated Plates Using Flow 3D[J]. Microgravity Science and Technology, 2015, 27(4):261-271.
[20] 向 蕾.溢洪道挑流消能段水气两相流的数值模拟[J].人民长江,2016,47(增刊1):161-163.
[21] GHADIMI P,DASHTIMANESH A,FARSI M,et al. Investigation of Free Surface Flow Generated by a Planing Flat Plate Using Smoothed Particle Hydrodynamics Method and FLOW3D Simulations[J]. Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment,2013,227(2):125-135.
[22] SL 155—2012,水工(常规) 模型试验规程[S].
PDF(2020 KB)

Accesses

Citation

Detail

Sections
Recommended

/

Baidu
map