dc.contributor.author | Kikkert, G. A. | |
dc.contributor.author | Pokrajac, D. | |
dc.contributor.author | O'Donoghue, T. | |
dc.contributor.author | Steenhauer, K. | |
dc.date.accessioned | 2014-08-28T15:35:02Z | |
dc.date.available | 2014-08-28T15:35:02Z | |
dc.date.issued | 2013-09 | |
dc.identifier | 35159453 | |
dc.identifier | 899e775d-2a29-4b7b-b72a-05d8eb0e77a5 | |
dc.identifier | 000321411600005 | |
dc.identifier | 84878191892 | |
dc.identifier.citation | Kikkert , G A , Pokrajac , D , O'Donoghue , T & Steenhauer , K 2013 , ' Experimental study of bore-driven swash hydrodynamics on permeable rough slopes ' , Coastal Engineering , vol. 79 , pp. 42-56 . https://doi.org/10.1016/j.coastaleng.2013.04.008 | en |
dc.identifier.issn | 0378-3839 | |
dc.identifier.other | ORCID: /0000-0002-4623-094X/work/26930403 | |
dc.identifier.uri | http://hdl.handle.net/2164/3399 | |
dc.format.extent | 15 | |
dc.format.extent | 2524161 | |
dc.language.iso | eng | |
dc.relation.ispartof | Coastal Engineering | en |
dc.subject | dam-break | en |
dc.subject | experimental data | en |
dc.subject | infiltration | en |
dc.subject | permeability | en |
dc.subject | swash | en |
dc.subject | tsunami | en |
dc.subject | open-channel flow | en |
dc.subject | nonhydrostatic pressure distribution | en |
dc.subject | zone sediment transport | en |
dc.subject | bed-load transport | en |
dc.subject | morphological change | en |
dc.subject | field observations | en |
dc.subject | gravel beach | en |
dc.subject | seepage | en |
dc.subject | morphodynamics | en |
dc.subject | velocity | en |
dc.subject | TA Engineering (General). Civil engineering (General) | en |
dc.subject.lcc | TA | en |
dc.title | Experimental study of bore-driven swash hydrodynamics on permeable rough slopes | en |
dc.type | Journal article | en |
dc.contributor.institution | University of Aberdeen.Energy | en |
dc.contributor.institution | University of Aberdeen.Engineering | en |
dc.description.status | Peer reviewed | en |
dc.identifier.doi | 10.1016/j.coastaleng.2013.04.008 | |