Numerical Simulation of Turbulence and Hydrodynamic Load Characteristics for Joint Energy Dissipator Combining Diversion Pier and Suspended Grid

SUN Wen-bo, MU Zhen-wei, GAO Shang

Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (1) : 73-78.

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Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (1) : 73-78. DOI: 10.11988/ckyyb.20180836
HYDRAULICS

Numerical Simulation of Turbulence and Hydrodynamic Load Characteristics for Joint Energy Dissipator Combining Diversion Pier and Suspended Grid

  • SUN Wen-bo, MU Zhen-wei, GAO Shang
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Abstract

The differences in hydraulic characteristics between two energy dissipation approaches, combination of diversion pier and suspended grid and single suspended grid, were investigated by tracking the nonlinear free surface using the VOF method based on the Navier-Stokes equation. The large-scale turbulence and intensive air entrainment in the hydraulic jump were simulated. On this basis, the detained flow structure and wall pressure in the stilling pool were obtained for analyzing the turbulence and pressure distribution. Results illustrated that the joint energy dissipator significantly increased the turbulent intensity and fluctuating scale of water body in the paraboloid of stilling basin. The turbulence intensity, which decayed remarkably along the flow direction, was highly improved compared with the control scheme (single suspended grid) for relative depth h* in the range from 0.4 to 0.8. Hydrodynamic pressure on the base slab of stilling pool fluctuated notably, and the average pressure reduced slightly compared with that in the control scheme. The peak of pressure fluctuation is located nearby 0.3<xp<0.4(xp is the relative location), and the dynamic pressure coefficient is 2.0~2.4 times of the maximum value on the base slab of the pool.

Key words

hydraulic jump / suspended grid / joint energy dissipator / numerical simulation / turbulent intensity / pressure coefficient

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SUN Wen-bo, MU Zhen-wei, GAO Shang. Numerical Simulation of Turbulence and Hydrodynamic Load Characteristics for Joint Energy Dissipator Combining Diversion Pier and Suspended Grid[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(1): 73-78 https://doi.org/10.11988/ckyyb.20180836

References

[1] 吴时强,吴修锋,周 辉,等.底流消能方式水电站泄洪雾化模型试验研究[J].水科学进展,2008,19(1):84-88.
[2] 戴会超,王玲玲.淹没水跃的数值模拟[J].水科学进展, 2004,15(2):184-188.
[3] LONG D, STEFFLER P M, RAJARATNAM N. A Numerical Study of Submerged Hydraulic Jumps[J]. Journal of Hydraulic Research, 1991, 29(3): 293-308.
[4] LONG D, RAJARATNAM N, STEFFLER P M, et al. Structure of Flow in Hydraulic Jumps[J]. Journal of Hydraulic Research, 1991, 29(2): 207-218.
[5] 孙双科.我国高坝泄洪消能研究的最新进展[J].中国水利水电科学研究院学报,2009,7(2):89-95.
[6] SUNDSTROM L R J, CERVANTES M J. Characteristics of the Wall Shear Stress in Pulsating Wall-bounded Turbulent Flows[J]. Experimental Thermal and Fluid Science, 2018, 96: 257-265.
[7] SUNDSTROM L R J, MULU B G, CERVANTES M J. Wall Friction and Velocity Measurements in a Double-frequency Pulsating Turbulent Flow[J]. Journal of Fluid Mechanics, 2016, 788:521-548.
[8] BLAKE W K. Turbulent Boundary-layer Wall-pressure Fluctuations on Smooth and Rough Walls[J]. Journal of Fluid Mechanics, 1970, 44(4): 637-660.
[9] HU N, REICHE N, EWERT R. Simulation of Turbulent Boundary Layer Wall Pressure Fluctuations via Poisson Equation and Synthetic Turbulence[J].Journal of Fluid Mechanics, 2017, 826:421-454.
[10]GHAEMI S, RAGNI D, SCARANO F. PIV-based Pressure Fluctuations in the Turbulent Boundary Layer[J]. Experiments in Fluids, 2012, 53(6):1823-1840.
[11]BOWERS C E, TOSO J. Karnafuli Project, Model Studies of Spillway Damage[J].Journal of Hydraulic Engineering, 1988, 114(5): 469-483.
[12]罗永钦.突跌渐扩消力池体型优化及水力特性分析[J].水力发电学报,2016,35(2):61-66.
[13]尹进步,梁宗祥,郑 治,等.与宽尾墩联合使用的消力池底板压强特性试验研究[J].水力发电学报,2011,30(4):103-108.
[14]马 斌.高拱坝及反拱水垫塘结构泄洪安全分析与模拟[D].天津:天津大学,2007.
[15]LOPARDO R A. Stilling Basin Pressure Fluctuations[C]//Proceedings of International Symposium Model-Prototype Correlation of Hydraulic Structures. ASCE, Colorado. August 9-11, 2010: 56-73.
[16]DENG Zhi-qun, GUENSCH G R, RICHMOND M C, et al. Prototype Measurements of Pressure Fluctuations in The Dalles Dam Stilling Basin[J]. Journal of Hydraulic Research, 2007, 45(5): 674-678.
[17]TOSO J W, BOWERS C E. Extreme Pressures in Hydraulic-Jump Stilling Basins[J]. Journal of Hydraulic Engineering, 1988, 114(8):829-843.
[18]江春波,王英奎,张世彦.水垫塘底板冲击压强分布特性试验研究[J].清华大学学报(自然科学版),2007,47(12):2123-2126.
[19]蒋健楠,牧振伟,张佳祎,等.双层悬栅消力池的水力特性数值模拟[J].南水北调与水利科技,2016,14(1):124-130.
[20]ABDUL KHADER M H, ELANGO K. Turbulent Pressure Field Beneath a Hydraulic Jump[J]. Journal of Hydraulic Research, 1974,12(4):469-489.
[21]LOPARDO R A, FATTOR C A, LOPARDO M C, et al. Instantaneous Pressure Field on a Submerged Jump Stilling Basin[C]//Hydraulics of Dams & River Structures: Proceedings of the International Conference on Hydraulics of Dams and River Structures. Tehran, Iran, April 26-28,2004. London: AA Balkema, 2004:133-138.
[22]王兴奎.明渠水流的紊动特性[J].水力发电学报,1993(4):12-21.
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