Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/19389
Title: Modelling of sediment transport in the presence of breakwaters
Authors: Ming, Dao Hua.
Keywords: DRNTU::Engineering::Civil engineering::Water resources
Issue Date: 1997
Abstract: This dissertation presents a model study on the sediment transport behind either a headland breakwater or a detached breakwater with emphasis on the latter. Two physical model and three numerical model investigations were conducted for this purpose. For the case of two headland breakwaters, four experiments were performed with varying wave amplitudes and incident angles. The results show the effects of the wave amplitude on the shoreline erosion rate and extent. A recent study by Wind (1994) on the time-evolution process of shoreline erosion behind headland breakwaters was discussed. Hyperbolic tangent typed functions are proposed to describe the time-evolution process of bay erosion behind the headland breakwaters.
URI: http://hdl.handle.net/10356/19389
Rights: NANYANG TECHNOLOGICAL UNIVERSITY
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

Files in This Item:
File Description SizeFormat 
MingDaoHua1997.pdf
  Restricted Access
Main report26.11 MBAdobe PDFView/Open

Google ScholarTM

Check

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.