Journal of Hydraulic Research · 2002 · 245 citations · 11 references
EngineeringCivil EngineeringMechanical EngineeringFluid DynamicsHydraulic EngineeringHydraulicsExperimental Fluid MechanicsFlow MeasurementTurbulenceTurbulent FlowVortex DynamicsWake Field AnalysisBridge Pier ScourBridge ScourFlow Around CylindersFlow PatternFlow Pattern AnalysisScourScour Around StructuresStrong Turbulence
Local scour around bridge piers is a complex phenomenon caused by the interaction of three‑dimensional turbulent flow and the mobile channel bed. The study experimentally investigates the three‑dimensional flow within an equilibrium scour hole around a cylinder. An acoustic‑Doppler velocity profiler measured instantaneous velocity components in the vertical symmetry plane, and the flow vorticity was computed. The measurements revealed a front vortex system and a strong turbulent wake‑vortex system behind the cylinder.
Local scour around a bridge pier (cylinder) is a problem of much concern to hydraulic engineers. This is a complex phenomenon resulting from the interaction of the three-dimensional turbulent flow field around the cylinder and the mobile channel bed (see Fig. 1). In the vicinity of the cylinder, scouring is the consequence. In this paper, the three-dimensional flow held in an established (equilibrium) scour hole is experimentally investigated. An acoustic-Doppler velocityprofiler (ADVP) was used to measure instantaneously the three components of the velocities in the vertical symmetry (stagnation) plane of the flow before and after the cylinder. The vorticity of the flow field was calculated. Results of the study show, that a vortex-system is established in the front and a trailing wake-vortex system of strong turbulence is formed in the rear of the cylinder.
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Michael Isaacson · Canadian Journal of Civil Engineering · 1991 · 340 citations
Robert Ettema · ResearchSpace (University of Auckland) · 1980 · 218 citations
Ferdous Ahmed, N. Rajaratnam · Journal of Hydraulic Engineering · 1998 · 170 citations