Effect Of Channel Slope On Flow Characteristics
Of Undular Hydraulic Jumps
Author(s)
H. Gotoh, Y. Yasuda & I. Ohtsu
Abstract
Undular hydraulic jumps in sloping rectangular channels have been
experimentally investigated. The upper limit of the inflow Froude number for the
formation of an undular jump depends on the channel slope; if the channel slope
is steeper than the critical slope. The streamwise changes of the surface profile,
the bed pressure head, and the bed velocity in undular jumps have been
characterized by the channel slope. The effects of channel slope on the wave
height, the wave length, and the amplitude of undular jumps have been shown.
Also, surface profiles of undular jumps have been compared with theoretical
results proposed by Grillhofer and Schneider. The applicability of the theoretical
results is discussed.
Keywords :undular jump, hydraulic jump, open channel flow, channel slope.
1 Introduction
The undular jump is a well-known transitional phenomenon from supercritical to
subcritical flows with undulations of water-surface. The undular jump often
occurs at the downstream of low drop structures or in a transitional region from
steep to mild sloping channels.
Ohtsu et al. [1-3] have shown that the flow conditions of undular jumps in
horizontal rectangular channels are characterized by the inflow Froude number,
the thickness of the boundary-layer at the toe of jump, aspect ratio, and Reynolds
number. Also, Ohtsu et al. [1-3] have classified the flow conditions of undular
jumps, and have clarified the hydraulic conditions for undular jump formations.
But, there are few information for the effect of channel slope on the undular
jump formation. For design purpose, it is necessary to know the effect of channel
slope on characteristics of undular jumps.
Keywords
undular jump, hydraulic jump, open channel flow, channel slope.
Related Book
Other papers in this volume
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