Abstract
The loss of energy of a travelling water wave, due to the mechanism of the formation of sand ripples and water vortices on a sandy bed, becomes of practical importance when models are used to predict full-scale foreshore movements. On the assumption that the bottom-water oscillation is nearly simply harmonic, the mechanism was studied by oscillating a section of bed through still water. The pitch,
p
, of the sand ripple formed was found to vary as the square root of the grain diameter, independently of the speed and of the grain density, for amplitudes,
R
, of water motion exceeding this pitch. But for smaller amplitudes the pitch shortens with decreasing amplitude of movement. The mean drag coefficient,
k
, in the case of artificial rigid ripples, was measured directly. For
R
/
p
less than unity,
k
remains constant. For
R
/
p
greater than unity,
k
was found to vary as (
R
/
p
)
-0.75
. These results are compared with the case of steady flow. The critical water speeds and amplitudes for first disturbance of grains on a smoothed surface was also measured, over a wide range of grain diameters and densities. The results conform closely to a simple empirical expression.
Reference2 articles.
1. L a m b 1932 Hydrodynamics 6t h ed . p . 620. C am b . U n IV . P re s s.
2. Proc. Roy;Soc. A,1938
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