Research Article
Sep 1978
Pressure Fluctuations beneath Submerged Jump
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 104, Issue 9
Abstract
Wall pressure fluctuations are measured beneath an hydraulic jump that is completely submerged. Two efflux velocities, 3.3 m per s and 2.6 m per s, are used; the corresponding Froude numbers are 9.8 and 7.7, respectively. For a distance of 42 times the efflux depth the intensity of the fluctuations is four to seven times that beneath a turbulent boundary layer. It declines only slowly with downstream distance. Inertial scaling brings together the spectra for the velocities at higher frequencies. Evidence is presented for the contribution to the fluctuations due to thee unsteadiness of the mass of water in which the jet spreads. The inviscid instability of the submerged hydraulic jump is investigated. There is agreement between the dominant frequency of pressure fluctuations beneath the submerged hydraulic jump and the frequency of the most unstable disturbances predicted by the theory.
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Published In
Journal of the Hydraulics Division
Volume 104 • Issue 9 • September 1978
Pages: 1331 - 1342
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Sep 1978
Published online: Feb 3, 2021
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Authors
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Rangaswami Narayanan
Lect., Dept. of Civ. and Struct. Engrg., Univ. of Manchester Inst. of Sci. and Tech., Manchester, England
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