Skip to main content
Log in

An Experimental Study on Interaction of Regular Waves with Steep Inclined Perforated Plates

  • Research paper
  • Published:
Experimental Techniques Aims and scope Submit manuscript

Abstract

The hydrodynamic efficiencies of perforated plates arranged at different inclinations are assessed through experimental investigations. Wave absorption capability of the perforated plates is governed by the optimum porosity and the slope of the structure. The reflection and transmission characteristics of waves influenced by the perforated plate exposed to different incident wave conditions are analysed for different porosities and slopes. The modified predictive equation for estimating wave reflection for impermeable plate is derived through experiments. Better wave absorption is observed for a plate with 10 % porosity and 15° slope. The details of the effects of slope and porosity of the inclined perforated plate on the wave reflection and transmission are discussed in this paper.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  1. Moraes CDC (1970) Experiments of wave reflexion on impermeable slopes. In: Proceedings of 12th Conference on Coastal Engineering, Washington, D.C, pp 509–21

  2. Battjes JA (1974) Surf similarity. In: Proceedings of the 14th International Conference on Coastal Engineering, New York, pp 466–80

  3. Sunamura T, Okazaki S (1991) Re-examination of breaker-type classification on uniformly inclined laboratory beaches. J Coastal Res 7(2):559–564

    Google Scholar 

  4. Seelig WN, Ahrens JP (1981) Estimation of wave reflection and energy dissipation coefficients for beaches, revetments, and breakwaters. No. CERC-TP-81-1. MS, Fort Belvoir

    Google Scholar 

  5. Sunamura T, Okazaki S (1996) Breaker types and wave reflection coefficient: laboratory relationships. J Coastal Res 12(1):240–245

    Google Scholar 

  6. Allsop NWH, Hettiarachchi SSL (1989) Wave reflections in harbours; the design, construction and performance of wave absorbing structures. Report OD 89. Hydraulics Research, Wallingford

  7. Zanuttigh B, Van der Meer JW (2008) Wave reflection from coastal structures in design conditions. Coast Eng 55(10):771–779

    Article  Google Scholar 

  8. Neelamani S, Sandhya N (2003) Wave reflection characteristics of plane, dentated and serrated seawalls. Ocean Eng 30(12):1507–1533

    Article  Google Scholar 

  9. Neelamani S, Sandhya N (2005) Surface roughness effect of vertical and sloped seawalls in incident random wave fields. Ocean Eng 32(3):395–416

    Article  Google Scholar 

  10. Cho IH, Kim MH (2008) Wave absorbing system using inclined perforated plates. J Fluid Mech 608:1–20

    Article  Google Scholar 

  11. Acanal L, Loukogeorgaki E, Yagci O, Kirca VO, Akgül A (2013) Performance of an inclined thin plate in wave attenuation. J Coast Res 65:141–146

    Article  Google Scholar 

  12. Evans DV (1990) The use of porous screens as wave dampers in narrow wave tanks. J Eng Math 24(3):203–212

    Article  Google Scholar 

  13. Twu SW, Lin DT (1991) On a highly effective wave absorber. Coast Eng 15:389–405

    Article  Google Scholar 

  14. Neelamani S, Al-Salem K, Taqi A (2017) Experimental Investigation on wave reflection characteristics of slotted vertical barriers with an impermeable back wall in random wave fields. J Waterw Port Coast Ocean Eng 143(4):06017002

    Article  Google Scholar 

  15. Alsaydalani MO, Saif MA, Helal MM (2017) Hydrodynamic characteristics of three rows of vertical slotted wall breakwaters. J Mar Sci Appl 16(3):261–275

    Article  Google Scholar 

  16. Mansard EPD, Funke ER (1980) The measurement of incident and reflected spectra using a least squares method. In: Proceedings of 17th Conference on Coastal Engineering, Sydney, Australia, 154–72. http://journals.tdl.org/icce/index.php/icce/article/view/3432/3112

  17. Gupta K, Balaji R (2017) Wave shoaling over steep slopes-an experimental investigation. Ocean Eng 143(March 2016): 79–87. https://doi.org/10.1016/j.oceaneng.2017.07.051

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to B. Ramakrishnan.

Additional information

Publisher’s Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Krishnendu, P., Ramakrishnan, B. An Experimental Study on Interaction of Regular Waves with Steep Inclined Perforated Plates. Exp Tech 46, 17–26 (2022). https://doi.org/10.1007/s40799-021-00463-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40799-021-00463-3

Keywords

Navigation