Abstract
The turbulent structure of the backward-facing step flow, including the reverse flow region, in open-channel flows was investigated by making use of two sets of two-component Laser Doppler anemometers (LDA). The turbulence characteristics and reattachment properties were revealed. The time-averaged reattachment length was dependent on both the Reynolds number and Froude number in open-channel flows. In particular, it should be noted that the reattachment length became smaller in supercritical flows than in subcritical flows. The instantaneous reattachment point moved over a distance of the time-averaged reattachment length. This suggested strongly that a coherent structure of the kolk-boil vortex might be generated due to the unsteady and low-frequency motions of the reattachment point.
The structures of dynamic pressure and shear stress were analyzed on the basis of the momentum equation. These calculated values coincided well with the experimental values measured by the present LDA system. The separated step flow and its recirculation in open-channel flows were similar to that in boundary-layer and duct step flows. But, the former was more complicated than the latter, because the pressure was more relaxed by the existence of the free surface.
Next, the spectral analyses of pressure and velocity fluctuations revealed that a coherent low-frequency motion existed near the reattachment of the step. In order to reveal the coherent structures in the separated shear layer of the step flows and also in the downstream of the reattachment point, the space-time correlation measurements of the velocity-pressure and velocity-velocity combinations were conducted by using two sets of the Laser Doppler anemometers and the pressure transducer. Quasi-pe- riodic trains of vortical structure were generated due to the Kelvin-Helmholtz instability in the same manner as in the mixing layer, and they were convected toward the reattachment point. The possibility was discussed that these mixing-layer type coherent vortices might trigger a shedding of the large-scale horseshoe vortex from the reattachment point in open-channel flows. Then, this horseshoe vortex could have developed up to the free surface and become boil vortex, which was observed in actual rivers and estuaries.
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Abbreviations
- C p ≡ 2(P−Ρ 0 )/ϱU 2 max :
-
wall pressure coefficient
- Fr ≡ \(Fr\equiv U_m/ {\sqrt gh}\) :
-
Froude number
- f :
-
predominant frequency in spectrum
- H s :
-
step height
- h :
-
flow depth
- Δh ≡ (h−h 0 ):
-
deviation from initial
- flow depth at x = 0 I r :
-
reverse-velocity intermittency
- P :
-
mean pressure
- P 0 :
-
mean wall-pressure at initial section, x = 0
- ΔΡ dynamic pressure = deviation from hydrostatic pressure p :
-
pressure fluctuations
- Re ≡ U m ·h/v :
-
Reynolds number
- U, V :
-
mean velocities in x, y directions
- U m :
-
mean bulk velocity
- U max :
-
maximum mean velocity at initial section, i.e. X = 0
- u, v :
-
turbulent velocity fluctuations in x, y directions
- \(u'\equiv{\sqrt u^2}, v'\equiv{\sqrt v^2}\) :
-
turbulence intensity
- X r :
-
time-averaged reattachment length
- x, y :
-
streamwise and vertical coordinates, respectively
- θ :
-
channel slope angle
- φ ≡ h 2 /h 1 :
-
conjugate water depth ratio or expansion ratio
- ψ :
-
stream function
- \(\tau \equiv -\varrho \overline {uv}+\mu \partial U/ \partial y\) :
-
shear stress
- τ :
-
otherwise, time lag in correlation function
- τ 0 :
-
wall shear stress
- suffix 1:
-
upstream section from the step
- suffix 2:
-
downstream section from the step
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Nezu, I., Nakagawa, H. (1989). Turbulent Structure of Backward-Facing Step Flow and Coherent Vortex Shedding from Reattachment in Open-Channel Flows. In: André, JC., Cousteix, J., Durst, F., Launder, B.E., Schmidt, F.W., Whitelaw, J.H. (eds) Turbulent Shear Flows 6. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-73948-4_26
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DOI: https://doi.org/10.1007/978-3-642-73948-4_26
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