A series of hydraulic model tests has been carried out in a glass wave flume to investigate the influences of wave height, wave period, wave steepness, surf similarity parameter, roughness, layer thickness and porosity on wave run-up and overtopping of 1:2 sloped impermeable and permeable breakwater
Investigation of run-up of irregular waves on smooth impervious slopes
โ Scribed by I. N. Ponomarev
- Publisher
- Springer
- Year
- 1976
- Tongue
- English
- Weight
- 423 KB
- Volume
- 10
- Category
- Article
- ISSN
- 1570-1468
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
This paper re-examines existing wave run-up data for regular, irregular and solitary waves on smooth, impermeable plane slopes. A simple physical argument is used to derive a new wave run-up equation in terms of a dimensionless wave parameter representing the maximum, depth-integrated momentum flux
A review of papers investigating tsunami wave run-up on a beach is given and the control parameters of the problem are revealed. There are two such parameters in the case of ideal fluid: the bottom sloping angle and the breaking parameter. A stage-by-stage approach for finding run-up characteristics