Water surface topology of supercritical junction flow

Author:

Rak Gašper1,Hočevar Marko2,Steinman Franci1

Affiliation:

1. Chair of Fluid Mechanics, Faculty for Civil and Geodetic Engineering , University of Ljubljana , Jamova 2, 1000 Ljubljana , Slovenia .

2. Laboratory for Water Turbine Machinery, Faculty of Mechanical Engineering , University of Ljubljana , Ljubljana , Slovenia .

Abstract

Abstract The complexity of flow conditions at junctions amplifies significantly with supercritical flow. It is a pronounced three-dimensional two-phased flow phenomenon, where standing waves with non-stationary water surface are formed. To analyse the hydrodynamic conditions at an asymmetric right-angled junction with incoming supercritical flows at Froude numbers between 2 and 12, an experimental approach was used. For a phenomenological determination of the relations between the integral parameters of incoming flows and the characteristics of standing waves at the junction area, water surface topographies for 168 scenarios at the junction were measured using non-intrusive measurement techniques. The new, phenomenologically derived equations allow for determination of location, height and extent of the main standing waves at the junction. Research results give important information on the processes and their magnitude for engineering applications.

Publisher

Walter de Gruyter GmbH

Subject

Fluid Flow and Transfer Processes,Mechanical Engineering,Water Science and Technology

Reference21 articles.

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3. Bowers, C.E., 1950. Studies of open channel junctions. Project Report 24. Part V. Hydraulic model studies for Whiting Field Naval Air Station. University of Minnesota, St. Anthony Falls Hydraulic Laboratory, Minneapolis.

4. Chachereau, Y., Chanson, H., 2010. Free-surface fluctuations and turbulence in hydraulic jumps. Exp. Therm. Fluid Sci., 35, 6, 896–909.10.1016/j.expthermflusci.2011.01.009

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