Laboratory measurements and multi-block numerical simulations of the mean flow and turbulence in the non-aerated skimming flow region of steep stepped spillways |
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Authors: | Fabián A Bombardelli Inês Meireles Jorge Matos |
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Institution: | (1) Division of Civil Engineering, The University of Queensland, Brisbane, QLD, 4072, Australia; |
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Abstract: | We present and discuss the results of a comprehensive study addressing the non-aerated region of the skimming flow in steep stepped spillways. Although flows in stepped spillways are usually characterized by high air
concentrations concomitant with high rates of energy dissipation, the non-aerated region becomes important in small dams and/or
spillways with high specific discharges. A relatively large physical model of such spillway was used to acquire data on flow
velocities and water levels and, then, well-resolved numerical simulations were performed with a commercial code to reproduce
those experimental conditions. The numerical runs benefited from the ability of using multi-block grids in a Cartesian coordinate
system, from capturing the free surface with the TruVOF method embedded in the code, and from the use of two turbulence models: the k-e{k{-}\varepsilon} and the RNGk-e{k{-}\varepsilon} models. Numerical results are in good agreement with the experimental data corresponding to three volumetric flow rates in
terms of the time-averaged velocities measured at diverse steps in the spillway, and they are in very satisfactory agreement
for water levels along the spillway. In addition, the numerical results provide information on the turbulence statistics of
the flow. This work also discusses important aspects of the flow, such as the values of the exponents of the power-law velocity
profiles, and the characteristics of the development of the boundary layer in the spillway. |
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