Research Article
Mar 1976
Pressure Fluctuations in Submerged Jump
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 102, Issue 3
Abstract
Mean velocities and pressures in the submerged jump downstream of a sluice gate have been investigated. The empirical relationship between the rate of expansion of the jet and the rate of decay of the maximum velocity, um, have been obtained. The results are compared with those of classical wall jet profiles. The magnitudes and variation pattern of pressure fluctuations along the channel bottom in a free hydraulic jump have been found to agree with those of earlier investigators. The main emphasis in this paper is on the measurement of pressure fluctuations in a submerged hydraulic jump and its relationship with the efflux Froude number and submergence. It has been shown that the pressure fluctuations along channel bottom in a submerged hydraulic jump are lower than that in a free jump — a significant characteristic which may be considered in designing a mobile bed channel, since it governs the inception and rate of erosion of the channel bed.
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Published In
Journal of the Hydraulics Division
Volume 102 • Issue 3 • March 1976
Pages: 339 - 350
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Mar 1976
Published online: Feb 3, 2021
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Authors
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Sampathiengar Narasimhan, M.ASCE
Prof. of Civ. Engrg., Indian Inst. of Tech., Bombay, India
V. P. Bhargava
Research Scholar, Civ. Engrg., Indian Inst. of Tech., Bombay, India
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