Proceedings of the International Conference on Coastal Engineering | |
EFFECTS OF A VERTICAL SEAWALL ON PROFILE RESPONSE | |
Michael R. Barnett2  Hsiang Wang1  | |
[1] Coastal & Oceanographic Engineering Department, 336 Weil Hall, University of Florida;Florida Sea Grant Extension Program | |
关键词: beach profile; profile response; seawall; | |
DOI : 10.9753/icce.v21.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
An attempt is made to determine beach profile response due to the presence of a vertical seawall placed in various cross-shore positions, and to examine the differences between natural beaches and seawall-backed beaches in response to normally incident wave attack. The investigation was mainly restricted to two-dimensional profile response under erosive wave conditions, with beach recovery response monitored to a limited extent. Spatial and temporal profile response was investigated by examining time-series profile configuration, volumetric changes, sediment transport patterns, and quasiequilibrium profile configuration. Additionally, dominant profile features such as the break point and reflection bars (as well as scour at the toe of the seawall-backed profiles) were observed and quantified.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020440145ZK.pdf | 205KB | download |