Citation:
Noarayanan Lakshmanan,Murali Kantharaj and Vallam Sundar.The Effects of Flexible Vegetation on Forces with a Keulegan- Carpenter Number in Relation to Structures Due to Long Waves[J].Journal of Marine Science and Application,2012,(1):24-33.[doi:10.1007/s11804-012-1102-9]
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The Effects of Flexible Vegetation on Forces with a Keulegan- Carpenter Number in Relation to Structures Due to Long Waves
Noarayanan Lakshmanan,Murali Kantharaj and Vallam Sundar.The Effects of Flexible Vegetation on Forces with a Keulegan- Carpenter Number in Relation to Structures Due to Long Waves[J].Journal of Marine Science and Application,2012,(1):24-33.[doi:10.1007/s11804-012-1102-9]
Info
- Title:
- The Effects of Flexible Vegetation on Forces with a Keulegan- Carpenter Number in Relation to Structures Due to Long Waves
- Affilations:
- Keywords:
- Coastal vegetation; modeling vegetal stems; vegetation–flow parameter; vegetal parameter; staggered vegetation; Keulegan-Carpenter number
- DOI:
- 10.1007/s11804-012-1102-9
- Abstract:
- Extreme coastal events require careful prediction of wave forces. Recent tsunamis have resulted in extensive damage of coastal structures. Such scenarios are the result of the action of long waves on structures. In this paper, the efficiency of vegetation as a buffer system in attenuating the incident ocean waves was studied through a well controlled experimental program. The study focused on the measurement of forces resulting from cnoidal waves on a model building mounted over a slope in the presence and absence of vegetation. The vegetative parameters, along with the width of the green belt, its position from the reference line, the diameter of the individual stems as well as the spacing between them, and their rigidity are varied so as to obtain a holistic view of the wave-vegetation interaction problem. The effect of vegetation on variations of dimensional forces with a Keulegan-Carpenter number (KC) was discussed in this paper. It has been shown that when vegetal patches are present in front of structure, the forces could be limited to within F*?1, by a percentile of 92%, 90%, 55%, and 96%, respectively for gap ratios of 0.0, 0.5, 1.0, and 1.5. The force is at its maximum for the gap ratio of 1.0 and beyond which the forces start to diminish.
References:
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