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MULTIMEDIA LIBRARY |
GEOPHYSICAL HYDRAULICS |
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FLUVIAL HYDRAULICS
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(surge01.wmv - 274 KB) |
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A positive surge results from a sudden change in flow that increases the depth. It is an abrupt wave front. The unsteady flow conditions may be solved as a quasi-steady flow situation (Chanson 2004). When the surge is of tidal origin it is usually termed a tidal bore. The difference of name does not mean a difference in principle. Hydraulic bores results from the upstream propagation of tides into estuaries and river mouths. The video shows a positive surge generation and its propagation upstream against the main flow in a 12 m long 0.5 m wide channel located in the Gordon McKay Hydraulics Laboratory of the University of Queensland.. |
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Video taken of Dr Hubert Chanson, Civil Engineering, The University of Queensland, Australia in 2001. All coyrights reserved. Reference: CHANSON, H. (2004). "Environmental Hydraulics of Open Channel Flows." Elsevier Butterworth-Heinemann, Oxford, UK, 483 pages (ISBN 0 7506 6165 8). |