Advertisement

Comparative Study of Breaking Wave Forces on a Quasi-Prototype Recurved Seawall

  • R. RavindarEmail author
  • V. SriramEmail author
  • Stefan Schimmels
  • Dimitris Stagonas
Conference paper
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 23)

Abstract

The large-scale experiments were conducted on a quasi-prototype vertical seawall attached with recurve in a large wave flume (GWK) with the slope of 1:10 to the study the breaking wave impact on the structure. Recurves are either curved parapets or walls with entirely curved seaward faces that are effective in reducing wave overtopping without increasing the crest height of the structure. The nondimensionalized impact pressure is plotted along the depth and compared to three recurves and breaking cases. The impact pressure and horizontal impact force compared with traditional theoretical design methodologies like Goda, Minikin, and Blackmore & Hewson’s methods and the variations are reported. Pressure measurements obtained from tactile sensor/pressure pad are compared with a traditional pressure transducer.

Keywords

Large scale Recurve Seawall Impact pressure Horizontal force Breaking wave 

Notes

Acknowledgements

This work was carried out under the funding of DST-SERB Project. The authors would like to thank Forschungszentrum Küste (FZK) members for their hospitality, technical, and scientific support. The first author would like to express his utmost gratitude to the German Academic Exchange Service (DAAD) for supporting him financially throughout his project work in Germany.

References

  1. 1.
    Blackmore PA, Hewson PJ (1984) Experiments on full-scale wave impact pressures. Coast Eng 8(4):331–346CrossRefGoogle Scholar
  2. 2.
    British Standards BS-6349 (2000) Maritime structures Part 1: code of practice for general criteria. BSI, London, UKGoogle Scholar
  3. 3.
    Goda Y (1985) Random seas and design of maritime structures. University of Tokio PressGoogle Scholar
  4. 4.
    Goda Y (1975) New wave pressure formulae for composite breakwaters. In: Coastal engineering 1974, pp 1702–1720Google Scholar
  5. 5.
    Kisacik D, Verleysen P, Van Bogaert P, Troch P (2010) Comparative study on breaking wave forces on vertical walls with cantilever surfaces. In: The Proceedings of the Twentieth international offshore and polar engineering conference, Beijing, China, 20–25 June 2010Google Scholar
  6. 6.
    Ravindar R, Sriram V, Schimmels S, Stagonas D (2017) Characterization of breaking wave impact on a vertical wall with recurve. ISH J Hydraul Eng 1–9Google Scholar
  7. 7.
    Ravindar R, Schimmels S, Sriram V, Stagonas D (2016) Spatial distribution of impact pressure on a parapet using the tactile sensor. PIANC-COPEDEC IX, Rio de Janeiro, BrazilGoogle Scholar
  8. 8.
    Shore Protection Manual (1984) 4th edn. vol 2, U.S. Army Engineer, Waterways Experiment Station, U.S. Government Printing Office, Washington DCGoogle Scholar
  9. 9.
    Takahashi S (2002) Design of vertical breakwaters. PHRI ref. document nr 34Google Scholar

Copyright information

© Springer Nature Singapore Pte Ltd. 2019

Authors and Affiliations

  1. 1.Department of Ocean EngineeringIndian Institute of Technology MadrasChennaiIndia
  2. 2.Forschungszentrum Küste (FZK)KarlsruheGermany
  3. 3.University College LondonLondonUK

Personalised recommendations