2009
DOI: 10.1080/10286600802435850
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Developing effective vegetation bioshield for tsunami protection

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Cited by 68 publications
(38 citation statements)
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“…The model output suggested a more than 90% reduction in maximum tsunami flow pressure by a 100-m-wide forest belt when the tree density is very high (30 tree trunks per 100 m 2 ). Model results obtained by Hamzah et al (1999), Harada and Imamura (2006), and Tanaka et al (2006aTanaka et al ( , 2008b for various types of coastal vegetation, including mangroves, were very similar. Tanaka et al (2006a) modeled the relationship of speciesspecific differences in drag coefficient to tsunami height.…”
Section: Implications Of Information Obtained From Flume Experiments supporting
confidence: 79%
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“…The model output suggested a more than 90% reduction in maximum tsunami flow pressure by a 100-m-wide forest belt when the tree density is very high (30 tree trunks per 100 m 2 ). Model results obtained by Hamzah et al (1999), Harada and Imamura (2006), and Tanaka et al (2006aTanaka et al ( , 2008b for various types of coastal vegetation, including mangroves, were very similar. Tanaka et al (2006a) modeled the relationship of speciesspecific differences in drag coefficient to tsunami height.…”
Section: Implications Of Information Obtained From Flume Experiments supporting
confidence: 79%
“…The studies by and Tanaka et al (2008b) elucidated the breaking condition for a single tree when the scouring around the tree is not severe. However, the breaking condition is not applicable for critical tree damage in the fringe area of a forest, especially the frontal vegetation on sand dunes where the substrate is not hard and severe scouring occurs.…”
Section: Vulnerability Of Sand Dunes Coastal Vegetation and Coral Rmentioning
confidence: 98%
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“…13. Integrated coastal vegetation management system (modified from Tanaka et al, 2009) gap. Floating debris from broken trees also can damage surrounding buildings and hurt people.…”
Section: Resultsmentioning
confidence: 99%