Non-linear wave reflection on inclined planes is studied. Analytical expressions which describe the run-up and the back-wash are obtained both for single and periodic waves. The maximum run-up height for a single harmonic wave compare well with observations of solitary waves on relatively steep slopes. A simple breaking criterion for the collapse of a solitary wave during the back-wash is deviced. The criterion is found to agree well with observations. From the form of the water surface during the run-up we have estimated the possible water spill-over into a reservoir. Energy consideration indicate that less than 30 per cent of the wave energy may be available for power production.
[1]
G. Carrier.
Gravity waves on water of variable depth
,
1966,
Journal of Fluid Mechanics.
[2]
Geir Pedersen,et al.
Run-up of solitary waves
,
1983,
Journal of Fluid Mechanics.
[3]
John R. Hails,et al.
Nearshore Sediment Dynamics and Sedimentation
,
1975
.
[4]
J. L. Davies,et al.
Waves on Beaches and Resulting Sediment Transport
,
1973
.
[5]
H. P. Greenspan,et al.
Water waves of finite amplitude on a sloping beach
,
1958,
Journal of Fluid Mechanics.
[6]
Robert C. Y. Koh,et al.
A Synthesis on Wave Run-Up
,
1968
.