Near-critical free-surface flows: Real fluid flow analysis
An open channel flow with a flow depth close to the critical depth is characterised by a curvilinear streamline flow field that results in steady free surface undulations. Near critical flows of practical relevance encompass the undular hydraulic jump when the flow changes from supercritical (F > 1) to subcritical (F < 1), and the undular weir flow over broad-crested weirs where the flow changes from subcritical (F < 1) to supercritical (F > 1). So far these flows were mainly studied based on ideal fluid flow computations, for which the flow is assumed irrotational and, thus, shear forces are absent. While the approach is accurate for critical flow conditions (F = 1) in weir and flumes, near-critical flows involve long distances reaches, and the effect of friction on the flow properties cannot be neglected. In the present study the characteristics of near-critical free-surface flows are reanalysed based on a model accounting for both the streamline curvature and friction effects. Based on the improved model, some better agreement with experimental results is found, thereby highlighting the main frictional features of the flow profiles. © 2010 Springer Science+Business Media B.V.
| Main Authors: | , |
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| Format: | artículo biblioteca |
| Language: | English |
| Published: |
Kluwer Academic Publishers
2011-10
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| Subjects: | Open channels, Near-critical flows, Frictional effects, Hydraulic jump, Transitional flow, Turbulence, Undular flow, |
| Online Access: | http://hdl.handle.net/10261/90108 |
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