Premium
Undular hydraulic jumps and the formation of backlash ripples on beaches
Author(s) -
BROOME R.,
KOMAR P. D.
Publication year - 1979
Publication title -
sedimentology
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.494
H-Index - 108
eISSN - 1365-3091
pISSN - 0037-0746
DOI - 10.1111/j.1365-3091.1979.tb00928.x
Subject(s) - hydraulic jump , geology , froude number , flume , flow (mathematics) , mechanics , jump , supercritical flow , sediment transport , submarine pipeline , geotechnical engineering , geomorphology , sediment , physics , quantum mechanics
Field observations are made of the formation of backwash ripples on the beach face, formed by undular hydraulic jumps generated by backwash down the beach face colliding with wave bores. Measured ripple wavelengths range from set averages of 48 to 70 cm. Within a particular set of ripples the spacing tends to decrease in the offshore direction. These observations are compared with laboratory experiments where undular jumps are generated in a flume, and with a computer simulation model which calculates both the flow within an undular hydraulic jump and the resulting sediment transport which gives rise to the backwash ripples. The computer model involves a numerical solution of the Bousssinesq equations which govern the fluid flow, and sediment transport equations which relate the sand transport rate to the local mean flow velocity. The model permits a study of the detailed time‐history of the undular jump development and the formation of the backwash ripples and shows good agreement with the field observations of backwash ripples, predicting an offshore decrease in their spacings. The laboratory experiments showed a similar result so long as the Froude number of the supercritical flow before the jump occurs is small ( c . 1–4). Small differences between the computer model and experiments arose principally from the neglect of internal friction and surface tension in the model.