Please use this identifier to cite or link to this item:
https://doi.org/10.1016/S0029-8018(02)00016-1
DC Field | Value | |
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dc.title | Wave run-up and overtopping on smooth and rough slopes of coastal structures | |
dc.contributor.author | Shankar, N.J. | |
dc.contributor.author | Jayaratne, M.P.R. | |
dc.date.accessioned | 2014-06-17T08:27:46Z | |
dc.date.available | 2014-06-17T08:27:46Z | |
dc.date.issued | 2002-09-10 | |
dc.identifier.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 | |
dc.identifier.issn | 00298018 | |
dc.identifier.uri | http://scholarbank.nus.edu.sg/handle/10635/66409 | |
dc.description.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. | |
dc.description.uri | http://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0029-8018(02)00016-1 | |
dc.source | Scopus | |
dc.subject | Breakwaters | |
dc.subject | Layer thickness | |
dc.subject | Overtopping rate | |
dc.subject | Porosity | |
dc.subject | Roughness | |
dc.subject | Surf similarity parameter | |
dc.subject | Wave height | |
dc.subject | Wave period | |
dc.subject | Wave run-up | |
dc.subject | Wave steepness | |
dc.type | Article | |
dc.contributor.department | CIVIL ENGINEERING | |
dc.description.doi | 10.1016/S0029-8018(02)00016-1 | |
dc.description.sourcetitle | Ocean Engineering | |
dc.description.volume | 30 | |
dc.description.issue | 2 | |
dc.description.page | 221-238 | |
dc.identifier.isiut | 000178824800005 | |
Appears in Collections: | Staff Publications |
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