Please use this identifier to cite or link to this item:
|Title:||Wave run-up and overtopping on smooth and rough slopes of coastal structures|
|Authors:||Shankar, N.J. |
Surf similarity parameter
|Citation:||Shankar, N.J., Jayaratne, M.P.R. (2002-09-10). Wave run-up and overtopping on smooth and rough slopes of coastal structures. Ocean Engineering 30 (2) : 221-238. ScholarBank@NUS Repository. https://doi.org/10.1016/S0029-8018(02)00016-1|
|Abstract:||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 breakwaters fronted by a 1:10 gentle, smooth beach slope. The analysis of results involves the correlation between the overtopping energy transfer with the relative wall height and the relationship between wave run-up and overtopping rate. Further, measured wave run-up and overtopping rates are compared with the results given in the Shore Protection Manual (1984), Automated Coastal Engineering System (1992) and results of other investigators. © 2002 Elsevier Science Ltd. All rights reserved.|
|Source Title:||Ocean Engineering|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Oct 18, 2018
WEB OF SCIENCETM
checked on Oct 10, 2018
checked on Oct 20, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.