Flow Characteristics of Skimming Flows in Stepped Channels
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VIEW THE REPLYPublication: Journal of Hydraulic Engineering
Volume 130, Issue 9
Abstract
Skimming flows in stepped channels are systematically investigated under a wide range of channel slopes (5.7°⩽θ⩽55°). The flow conditions of skimming flows are classified into two flow regimes, and the hydraulic conditions required to form a quasi-uniform flow are determined. An aerated flow depth of a skimming flow is estimated from the assumption that the residual energy at the end of a stepped channel coincides with the energy at the toe of the jump formed immediately downstream of the stepped channel. In a quasi-uniform flow region, the friction factor of skimming flows is represented by the relative step height and the channel slope. The friction factor for the channel slope of θ=19° appears to have a maximum. The residual energy of skimming flows is formulated for both nonuniform and quasi-uniform flow regions. Further, a hydraulic-design chart for a stepped channel is presented.
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Copyright © 2004 American Society of Civil Engineers.
History
Received: May 7, 2003
Accepted: Feb 16, 2004
Published online: Aug 16, 2004
Published in print: Sep 2004
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