Characterization of turbulence statistics on the non-aerated skimming flow over stepped spillways: a numerical study

被引:0
作者
Juan Pablo Toro
Fabián A. Bombardelli
Joongcheol Paik
Inês Meireles
António Amador
机构
[1] University of California,Department of Civil and Environmental Engineering
[2] Gangneung-Wonju National University,Department of Civil Engineering
[3] University of Aveiro,Department of Civil Engineering, Campus Universitario de Santiago
[4] COBA,undefined
[5] Consultores para Obras,undefined
[6] Barragens e Planeamento S.A.,undefined
来源
Environmental Fluid Mechanics | 2016年 / 16卷
关键词
Stepped spillway; Skimming flow; Non-aerated flow region; Particle image velocimetry (PIV); Numerical simulations; Turbulence modeling;
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学科分类号
摘要
In this work we address the mean flow and turbulence statistics in the non-aerated region of a stepped spillway by using two different numerical strategies in two dimensions. First, we present results regarding the flow in a large portion of the spillway, simulated with a volume of fluid (VoF) method to capture the position of the free surface (case A). Numerically-obtained data are in very good agreement with particle image velocimetry (PIV) data; further, results suggest that profiles of mean velocity, turbulent kinetic energy (TKE) and dissipation rate of TKE at the step edges are approximately self-similar. It was also found that values of TKE and dissipation rate of TKE in the boundary layer development region follow universal similarity laws which are valid for open-channel flows. In addition, the field of simulated dimensionless pressure and pressure distributions at the step edges are qualitatively similar to those reported in a recent experimental work. Second, additional simulations were developed as a pressure-driven flow for only a portion of the spillway (case B). This was possible due to prior knowledge of the water depths. We show that, despite the fact that the pressure field can not be interpreted as in case A, the numerical simulations closely reproduce the experimental data regarding averaged velocity, vorticity, and the turbulence statistics. It was also found that turbulence intensity profiles in the intermediate region are consistent with published experimental results for open-channel flows. These numerical results offer new avenues for the simulation of portions of stepped spillways to assess the physics at the inception point of air entrainment with more sophisticated turbulence closures.
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页码:1195 / 1221
页数:26
相关论文
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  • [1] Amador A(2006)Characterization of the non-aerated flow region in a stepped spillway by PIV J Fluid Eng ASME 138 1266-1273
  • [2] Sanchez-Juni M(1994)Self-aerated flows on chutes and spillways J Hydraul Eng ASCE 120 778-779
  • [3] Dolz J(2003)Two phase flow characteristics of stepped spillways J Hydraul Eng ASCE 129 661-670
  • [4] Anwar HO(2001)Discussion on computations of curved free surface water flow on spiral concentrators by Matthews et al J Hydraul Eng ASCE 127 629-631
  • [5] Boes RM(2009)Hierarchical modeling of dilute, suspended-sediment transport in open channels Environ Fluid Mech 9 207-235
  • [6] Hager WH(2011)Laboratory measurements and multi-block numerical simulations of the mean flow and turbulence in the non-aerated skimming flow region of stepped spillways Environ Fluid Mech 11 263-288
  • [7] Bombardelli FA(2002)Numerical modeling of large scale bubble plumes accounting for mass transfer effects Int J Multiph Flow 28 1763-1785
  • [8] Hirt CW(2002)Volume of fluid model for turbulence numerical simulation of stepped spillway overflow J Hydraul Eng ASCE 128 683-688
  • [9] García MH(2004)Two-phase flow simulation of aeration on stepped spillway Prog Nat Sci 14 626-630
  • [10] Bombardelli FA(2014)Application of displacement height and surface roughness length to determination boundary layer development length over stepped spillway Water 6 3888-3912