Author(s): Willi H. Hager; Markus Schwalt; Oscar Jimenez; M. Hanif Chaudhry

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Abstract: The supercritical flow near an abrupt wall deflection is investigated experimentally and by computer simulations. An extensive series of tests were conducted on a 500 mm wide flume with Froude number up to 8 and wall deflection angle up to 11.3°. A special inlet box was installed to provide smooth flow conditions at the flume entrance. By analyzing the experimental data, explicit expressions are derived for the height of the shock and the velocity ratio. Experimental results are presented in the form of universal plots of the shock surface and the two-dimensional velocity field. These may be utilized for engineering applications or for the verification of mathematical models. The flow field near a wall deflection was computed by using a two-dimensional flow model based on the numerical solution of steady, shallow-water equations by the MacCormack explicit finite-difference scheme. The computed and measured flow depths and flow velocities are compared and are found to be in satisfactory agreement where the assumption of hydrostatic pressure distribution is valid. Although the computer simulation can predict the location of the jump as well as its equilibrium depth, several features of the flow resulting from non-hydrostatic pressure distribution are not resolved properly.

DOI: https://doi.org/10.1080/00221689409498792

Year: 1994