Published 2013
0 views Journal article

Beach response due to sand nourishment on the east coast of Malaysia

  • 1. PhD Research Fellow, Coastal Systems, Engineering and Port Development, Department of Water Science and Engineering, UNESCO-IHE Institute for Water Education, Delft, the Netherlands; Department of Civil Engineering, Faculty of Engineering, UPM Serdang, Selangor, Malaysia
  • 2. Professor of Coastal Engineering, Coastal Systems, Engineering and Port Development, Department of Water Science and Engineering, UNESCO-IHE Institute for Water Education, Delft; Faculty of Civil Engineering & Geoscience, TU Delft; Deltares, Delft, the Netherlands
  • 3. Lecturer in Coastal Morphodynamics, Coastal Systems, Engineering and Port Development, Department of Water Science and Engineering, UNESCO-IHE Institute for Water Education, Delft, the Netherlands

Description

The Cempedak Bay beach stability assessment was performed by comparing the spatial and temporal pattern of beach variability before and after sand nourishment. The analysis of temporal sand volume patterns shows that the beach has lost about 6% or 10 000 m3 volume of sand which is equivalent to 4 m3/m per year from the nourishment zone over the 2·5-year monitoring period. The present shoreline recession rate is established to be 1·7 m/year (valid for data set of March 2005 to July 2007). The analysis of seasonal changes is assessed through temporal beach volume patterns, which indicate that shoreline variability can be characterised by an alongshore rhythmic pattern of alternating seasonal behaviour. A simple seasonal transport pattern is proposed to account for alternating erosion and accretion. The temporal distribution pattern of beach level changes reveals the existence of a nodal point around 40 to 50 m offshore, which is influenced by the monsoonal system. The spatial distribution of the beach width...
Enabled by The Lens