Propagation of non-linear transient pressures through fresh and sea water
Propagation of non-linear transient pressures through fresh and sea water
The propagation of pressures generated by wave or jet impact into water filled cracks and fissures can create internal bursting pressures and resulting damages in structures such as blockwork breakwaters, rock plunge pools or coastal rock cliffs. Experimental investigations of pressure pulse propagation showed that the pressure pulses traveled as elastic waves in an elastic water-air mixture inside of the cracks. Most previous experimental investigations were conducted at small scale, with near linear air compressibility. In reality, pressures will be well above atmospheric pressure so that non-linear effects can be expected. A series of drop tests was conducted to investigate the characteristics of pressure pulse propagation in the non-linear range of air compressibility in fresh and sea water and to obtain validation data for numerical models. It was found that with pressure magnitudes exceeding approximately 100 kPa, the pulses become distinctly non-linear, with steep and short peaks and long, shallow troughs. The speed of propagation in fresh water ranged from 300 to 400 m/s, indicating air contents of 0.11 to 0.07% air. In sea water, the speed of propagation reached 290 m/s, indicating a slightly larger resident air content of 0.12%. Cavitation occurred and was accompanied in fresh water by short pressure bursts and peaks, which could not be observed in sea water.
87-95
Muller, Gerald
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Geisenhainer, Peter
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Wolters, Guido
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Marth, Reinhard
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2008
Muller, Gerald
f1a988fc-3bde-429e-83e2-041e9792bfd9
Geisenhainer, Peter
a5a8c3f5-083a-4343-86a7-9e03f595788e
Wolters, Guido
7d87ab84-93a9-460f-960d-5ffa3b5b0e85
Marth, Reinhard
4cfd78ec-fe82-4392-ba05-73ee68b6e251
Muller, Gerald, Geisenhainer, Peter, Wolters, Guido and Marth, Reinhard
(2008)
Propagation of non-linear transient pressures through fresh and sea water.
Journal of Hydraulic Research, 46, supplement 1, .
(doi:10.1080/00221686.2008.9521943).
Abstract
The propagation of pressures generated by wave or jet impact into water filled cracks and fissures can create internal bursting pressures and resulting damages in structures such as blockwork breakwaters, rock plunge pools or coastal rock cliffs. Experimental investigations of pressure pulse propagation showed that the pressure pulses traveled as elastic waves in an elastic water-air mixture inside of the cracks. Most previous experimental investigations were conducted at small scale, with near linear air compressibility. In reality, pressures will be well above atmospheric pressure so that non-linear effects can be expected. A series of drop tests was conducted to investigate the characteristics of pressure pulse propagation in the non-linear range of air compressibility in fresh and sea water and to obtain validation data for numerical models. It was found that with pressure magnitudes exceeding approximately 100 kPa, the pulses become distinctly non-linear, with steep and short peaks and long, shallow troughs. The speed of propagation in fresh water ranged from 300 to 400 m/s, indicating air contents of 0.11 to 0.07% air. In sea water, the speed of propagation reached 290 m/s, indicating a slightly larger resident air content of 0.12%. Cavitation occurred and was accompanied in fresh water by short pressure bursts and peaks, which could not be observed in sea water.
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Published date: 2008
Organisations:
Civil Engineering & the Environment
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Local EPrints ID: 53219
URI: http://eprints.soton.ac.uk/id/eprint/53219
ISSN: 0022-1686
PURE UUID: 97854624-bbd6-41cd-b79e-f6945de2f2f3
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Date deposited: 21 Jul 2008
Last modified: 15 Mar 2024 10:40
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Author:
Peter Geisenhainer
Author:
Guido Wolters
Author:
Reinhard Marth
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