Laboratory investigation on wave transmission through two rows of perforated hollow piles
✍ Scribed by Subba Rao; N.B.S Rao; V.S Sathyanarayana
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 654 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0029-8018
No coin nor oath required. For personal study only.
✦ Synopsis
Experimental investigations on perforated hollow piles in two rows were conducted in a two dimensional wave flume. The influence of water depth, incident wave steepness, clear spacing between the piles and the spacing of pile rows on transmission coefficient have been studied. The effect of staggering of piles in rows is investigated. The results are also compared with the results of experiments on piles without perforations. The investigations have revealed that perforated piles attenuate more wave energy than non-perforated piles. The transmission coefficient K t decreases as the wave steepness increases for both non-perforated and perforated piles. For non-perforated piles as relative clear spacing between the piles (b/D) decreases, for waves of higher steepness, K t decreases while for perforated piles as b/D decreases, K t is decreasing for all the steepness considered. As the relative clear spacing between the pile rows (B/D) increases K t initially decreases till B/D is around one and later it starts increasing for both non-perforated and perforated piles. Staggering of piles has little effect on K t . It is also found that water depth has insignificant influence on transmission coefficient at higher steepness for both perforated and non-perforated piles. Wave period alone does not directly influence transmission coefficient K t .