| dc.contributor.author | Jack A. | |
| dc.contributor.author | Puleo | |
| dc.contributor.author | Chris | |
| dc.contributor.author | Blenkinsopp | |
| dc.contributor.author | Daniel | |
| dc.contributor.author | Conley | |
| dc.contributor.author | Gerd | |
| dc.contributor.author | Masselink | |
| dc.contributor.author | Ian L. | |
| dc.contributor.author | Turner | |
| dc.contributor.author | Paul | |
| dc.contributor.author | Russell | |
| dc.contributor.author | Daniel | |
| dc.contributor.author | Buscombe | |
| dc.contributor.author | Daniel | |
| dc.contributor.author | Howe | |
| dc.contributor.author | Thijs | |
| dc.contributor.author | Lanckriet | |
| dc.contributor.author | Robert | |
| dc.contributor.author | McCall | |
| dc.contributor.author | Timothy | |
| dc.contributor.author | Poate | |
| dc.date.accessioned | 2017-05-08T22:04:28Z | |
| dc.date.available | 2017-05-08T22:04:28Z | |
| dc.date.copyright | January 2014 | |
| dc.date.issued | 2014 | |
| dc.identifier.other | (ASCE)CO.1943-7862.0000534.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/70495 | |
| dc.description.abstract | A comprehensive study of swash-zone hydrodynamics and sediment transport was conducted on a macrotidal beach in Perranporth, United Kingdom. The unique study is the first to simultaneously measure suspended sediment and sheet flow sediment concentrations, water depth, near-bed velocity profiles, and high-resolution swash surface and bed-level changes on a natural beach. Data collected during the study are used to quantify the vertical profile of cross-shore and alongshore velocities and the importance of sheet flow sediment processes in the swash zone. The swash-zone boundary layer for cross-shore velocities is observed to generally occur over at least the lower 0.06 m of the water column. Alongshore velocities are often the same order of magnitude as the cross-shore velocities and are dominant near cross-shore flow reversal. Flows are often logarithmic in profile, but the instantaneous nature of the measurements renders application of the logarithmic model difficult. When valid, the logarithmic model enabled cross-shore shear stress estimates of up to | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Comprehensive Field Study of Swash-Zone Processes. I: Experimental Design with Examples of Hydrodynamic and Sediment Transport Measurements | |
| dc.type | Journal Paper | |
| dc.journal.volume | 140 | |
| dc.journal.issue | 1 | |
| dc.journal.title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)WW.1943-5460.0000210 | |
| dc.tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 001 | |
| dc.contenttype | Fulltext | |