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MULTIMEDIA LIBRARY |
GEOPHYSICAL HYDRAULICS |
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FLUVIAL HYDRAULICS
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MULTIMEDIA LIBRARY |
GEOPHYSICAL HYDRAULICS |
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FLUVIAL HYDRAULICS
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(Und-jumpFr4[1]34.wmv - 3960 KB) |
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Undular jump: h1=0.015 m; Fr1=4.34 The experimental study was carried out in the Costal Engineering Laboratory of the Technical University of Bari, Italy. The system consisted of a smooth rectangular steel channel 15 m long, 4 m wide and 0.4 m deep, with lateral walls and base made of transparent glass material. Water was supplied from a big metallic tank, placed at the downstream side of the channel, by a Flygt centrifugal electro-pump, of a maximum discharge of 0.1 m3/s. |
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Ref.: Ben Meftah M., De Serio F., Mossa M. and Pollio A., 2007, Analysis of the velocity field in a large rectangular channel with lateral shockwave, Environmental Fluid Mechanics, Vol. 7, No. 6, pp. 519-536.
By Michele Mossa, Technical University of Bari, Italy. |