Geotextile tubes as submerged dykes for shoreline management in Malaysia

The shoreline in Malaysia has experienced severe erosion due to the impact of high energy waves, both on the predominantly mud coasts and the predominantly sandy coasts. This perennial process has resulted in the deterioration of the quality of the beach on the sandy coasts and loss of valuable land...

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Published inGeotextiles and geomembranes Vol. 30; pp. 8 - 15
Main Authors Lee, E.C., Douglas, R.S.
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.02.2012
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Abstract The shoreline in Malaysia has experienced severe erosion due to the impact of high energy waves, both on the predominantly mud coasts and the predominantly sandy coasts. This perennial process has resulted in the deterioration of the quality of the beach on the sandy coasts and loss of valuable land. Several measures had, in the past, been implemented to mitigate these adverse effects but these had mostly been hard solutions. The application of geosynthetic tubes for shoreline management was introduced in the State of Terengganu on the east coast of Peninsular Malaysia which experiences severe erosion during the North-East Monsoon period. A pilot project, utilising geotextile tubes installed as submerged dykes, was undertaken in 2006 to address the erosion problems and arrest the further erosion of the shoreline at Teluk Kalong, Kemaman, Terengganu. The geotextile tubes comprise of high strength woven geotextile in-filled with sand slurry. Subsequently in 2008, the state implemented a similar shoreline protection project at Pantai Batu Buruk, protecting a 5 km stretch of beach. These works comprise of the installation of 3.5 m diameter geotextile tubes, as submerged dykes, approximately 150 m offshore. The geotextile fabric allows consolidation of the sand to create a long sausage-like gravity structure. Post-installation surveys carried out indicated that the shoreline has improved with much wider foreshore area. Significant sand deposition was also recorded on the foreshore area, which contributes to the long term shoreline management and promoting sustainable protection of the shoreline. This article discusses the concept of shoreline management using geotextile tubes as submerged dykes. The details of these two projects and the outcome of the projects are presented.
AbstractList The shoreline in Malaysia has experienced severe erosion due to the impact of high energy waves, both on the predominantly mud coasts and the predominantly sandy coasts. This perennial process has resulted in the deterioration of the quality of the beach on the sandy coasts and loss of valuable land. Several measures had, in the past, been implemented to mitigate these adverse effects but these had mostly been hard solutions. The application of geosynthetic tubes for shoreline management was introduced in the State of Terengganu on the east coast of Peninsular Malaysia which experiences severe erosion during the North-East Monsoon period. A pilot project, utilising geotextile tubes installed as submerged dykes, was undertaken in 2006 to address the erosion problems and arrest the further erosion of the shoreline at Teluk Kalong, Kemaman, Terengganu. The geotextile tubes comprise of high strength woven geotextile in-filled with sand slurry. Subsequently in 2008, the state implemented a similar shoreline protection project at Pantai Batu Buruk, protecting a 5 km stretch of beach. These works comprise of the installation of 3.5 m diameter geotextile tubes, as submerged dykes, approximately 150 m offshore. The geotextile fabric allows consolidation of the sand to create a long sausage-like gravity structure. Post-installation surveys carried out indicated that the shoreline has improved with much wider foreshore area. Significant sand deposition was also recorded on the foreshore area, which contributes to the long term shoreline management and promoting sustainable protection of the shoreline. This article discusses the concept of shoreline management using geotextile tubes as submerged dykes. The details of these two projects and the outcome of the projects are presented.
The shoreline in Malaysia has experienced severe erosion due to the impact of high energy waves, both on the predominantly mud coasts and the predominantly sandy coasts. This perennial process has resulted in the deterioration of the quality of the beach on the sandy coasts and loss of valuable land. Several measures had, in the past, been implemented to mitigate these adverse effects but these had mostly been hard solutions. The application of geosynthetic tubes for shoreline management was introduced in the State of Terengganu on the east coast of Peninsular Malaysia which experiences severe erosion during the North-East Monsoon period. A pilot project, utilising geotextile tubes installed as submerged dykes, was undertaken in 2006 to address the erosion problems and arrest the further erosion of the shoreline at Teluk Kalong, Kemaman, Terengganu. The geotextile tubes comprise of high strength woven geotextile in-filled with sand slurry. Subsequently in 2008, the state implemented a similar shoreline protection project at Pantai Batu Buruk, protecting a 5 km stretch of beach. These works comprise of the installation of 3.5 m diameter geotextile tubes, as submerged dykes, approximately 150 m offshore. The geotextile fabric allows consolidation of the sand to create a long sausage-like gravity structure. Post-installation surveys carried out indicated that the shoreline has improved with much wider foreshore area. Significant sand deposition was also recorded on the foreshore area, which contributes to the long term shoreline management and promoting sustainable protection of the shoreline. This article discusses the concept of shoreline management using geotextile tubes as submerged dykes. The details of these two projects and the outcome of the projects are presented.
Author Lee, E.C.
Douglas, R.S.
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References (bib3) 1985
Alvarez, Robio, Ricalde (bib1) 1997; 25
Oh, Shin (bib4) 2006
(bib7) 1984
(10.1016/j.geotexmem.2011.01.003_bib3) 1985
Alvarez (10.1016/j.geotexmem.2011.01.003_bib1) 1997; 25
Oh (10.1016/j.geotexmem.2011.01.003_bib4) 2006
(10.1016/j.geotexmem.2011.01.003_bib7) 1984
References_xml – year: 1985
  ident: bib3
  article-title: National Coastal Erosion Study Final Report
– volume: 25
  start-page: 223
  year: 1997
  end-page: 241
  ident: bib1
  article-title: Beach restoration with geotextile tubes as submerged breakwaters in Yucatan, Mexico
  publication-title: Geotextiles and Geomembranes
– year: 1984
  ident: bib7
  article-title: Shore Protection Manual
– start-page: 757
  year: 2006
  end-page: 760
  ident: bib4
  article-title: Application of submerged geotextile tubes for erosion prevention in east coast of Korea
  publication-title: Geosynthetics
– year: 1985
  ident: 10.1016/j.geotexmem.2011.01.003_bib3
– year: 1984
  ident: 10.1016/j.geotexmem.2011.01.003_bib7
– start-page: 757
  year: 2006
  ident: 10.1016/j.geotexmem.2011.01.003_bib4
  article-title: Application of submerged geotextile tubes for erosion prevention in east coast of Korea
– volume: 25
  start-page: 223
  issue: 4–5
  year: 1997
  ident: 10.1016/j.geotexmem.2011.01.003_bib1
  article-title: Beach restoration with geotextile tubes as submerged breakwaters in Yucatan, Mexico
  publication-title: Geotextiles and Geomembranes
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Snippet The shoreline in Malaysia has experienced severe erosion due to the impact of high energy waves, both on the predominantly mud coasts and the predominantly...
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SubjectTerms adverse effects
coasts
Container
energy
Erosion
Geotextile
geotextiles
gravity
Malaysia
monsoon season
Rield evaluation
sand
shorelines
slurries
surveys
Title Geotextile tubes as submerged dykes for shoreline management in Malaysia
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