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Articles

Oblique wave interaction with a two-layer pile-rock breakwater placed on elevated bottom

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Pages 852-865 | Received 26 Apr 2020, Accepted 12 Jan 2021, Published online: 11 Feb 2021

References

  • Barman KK, Bora SN. 2020. Linear water wave interaction with a composite porous structure in a two-layer fluid flowing over a step-like sea-bed. Geophys Astrophys Fluid Dyn. 1–35. (In press)
  • Choopanizade MJ, Bakhtiari M, Rostami M. 2020. Wave transmission through the perforated half-depth block-made wall breakwater: an experimental study. Ocean Eng. 215:107895.
  • Dalrymple RA, Losada MA, Martin PA. 1991. Reflection and transmission from porous structures under oblique wave attack. J Fluid Mech. 224:625–644.
  • Hu J, Liu PL. 2018. A unified coupled-mode method for wave scattering by rectangular-shaped objects. Appl Ocean Res. 79:88–100.
  • Hu J, Zhao Y, Liu PLF. 2019. A model for obliquely incident wave interacting with a multi-layered object. Appl Ocean Res. 87:211–222.
  • Isaacson M, Baldwin J, Allyn N, Cowdell S. 2000. Wave interactions with perforated breakwater. J Waterw Port Coast Ocean Eng. 126(5):229–235.
  • Kaligatla RB, Prasad NM, Tabssum S. 2019. Oblique interaction between water waves and a partially submerged rectangular breakwater. Proc Inst Mech Eng M, J Eng Maritime Environ. 234(1): 154-169.
  • Li AJ, Li HJ, Liu Y. 2019. Analytical study of oblique wave scattering by a submerged pile–rock breakwater. Proc Inst Mech Eng M, J Eng Maritime Environ. 233(1):41–54.
  • Lin Q, Meng QR, Lu DQ. 2018. Waves propagating over a two-layer porous barrier on a seabed. J Hydrodyn. 30(3):453–462.
  • Liu Y, Li Y, Teng B. 2007. Wave interaction with a new type perforated breakwater. Acta Mech Sin. 23(4):351–358.
  • Liu Y, Li H-J. 2013. Wave reflection and transmission by porous breakwaters: a new analytical solution. Coastal Eng. 78:46–52.
  • Liu Y, Li H-J. 2014. Analysis of wave performance through pile–rock breakwaters. Proc Inst Mech Eng M, J Eng Maritime Environ. 228(3):284–292.
  • Losada IJ, Silva R, Losada MA. 1996. 3-D non-breaking regular wave interaction with submerged breakwaters. Coastal Eng. 28(1-4):229–248.
  • Madsen PA. 1983. Wave reflection from a vertical permeable wave absorber. Coastal Eng. 7(4):381–396.
  • Mallayachari V, Sundar V. 1994. Reflection characteristics of permeable seawalls. Coastal Eng. 23(1-2):135–150.
  • Nguyen HH, Duong CM. 2019. Stability analysis of a double-row pile breakwater subjected to combined loading in Mekong Delta. In: International conference on Asian and Pacific Coasts. p. 1407–1411. Trung Viet N., Xiping D., Thanh Tung T. (eds) APAC 2019. Springer, Singapore.
  • Praveen KM, Venkateswarlu V, Karmakar D. 2020. Hydroelastic response of floating elastic plate in the presence of vertical porous barriers. Ships Offsh Struct. 1–15. doi:https://doi.org/10.1080/17445302.2020.1835050.
  • Rojanakamthorn S, Isobe M, Watanabe A. 1989. A mathematical model of wave transformation over a submerged breakwater. Coast Eng Jpn. 32(2):209–234.
  • Sollitt CK, Cross RH. 1972. Wave transmission through permeable breakwaters. In: Coastal engineering proceedings. p. 1827–1846. 13th International Conference on Coastal Engineering, Vancouver, British Columbia, Canada
  • Suh KD, Kim YW, Ji CH. 2011. An empirical formula for friction coefficient of a perforated wall with vertical slits. Coastal Eng. 58(1):85–93.
  • Sulisz W. 1985. Wave reflection and transmission at permeable breakwaters of arbitrary cross-section. Coastal Eng. 9(4):371–386.
  • Twu SW, Chieu CC. 2000. A highly wave dissipation offshore breakwater. Ocean Eng. 27(3):315–330.
  • Venkateswarlu V, Karmakar D. 2020a. Wave transformation due to barrier-rock porous structure placed on step-bottom. Ships Offsh Struct. 15(8), 895–909.
  • Venkateswarlu V, Karmakar D. 2020b. Significance of seabed characteristics on wave transformation in the presence of stratified porous block. Coastal Eng J. 62(1):1–22.
  • Venkateswarlu V, Karmakar D. 2020c. Wave motion over stratified porous absorber combined with seaward vertical barrier. Proc Inst Mech Eng M, J Eng Maritime Environ. 1–16. doi:https://doi.org/10.1177/1475090220912643.
  • Venkateswarlu V, Karmakar D. 2020d. Gravity wave trapping by series of horizontally stratified wave absorbers away from seawall. J Offshore Mech Arct Eng. 142(6):061201–13.
  • Vijay KG, Sahoo T. 2019. Scattering of surface gravity waves by a pair of floating porous boxes. J Offshore Mech Arct Eng. 141(5):051803.
  • Vijay KG, Venkateswarlu V, Karmakar D. 2020a. Scattering of gravity waves by multiple submerged rubble-mound breakwaters. Arab J Sci Eng. 45(10):8529–8550.
  • Vijay KG, Venkateswarlu V, Nishad CS. 2020b. Wave scattering by inverted trapezoidal porous boxes using dual boundary element method. Ocean Eng. 108149.
  • Yu X, Chwang AT. 1994. Wave motion through porous structures. J Eng Mech. 120(5):989–1008.

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