EVERGREEN

Joint Journal of Novel Carbon Resource Sciences and Green Asia Strategy

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Experimental Analysis of L-Shaped Oscillating Water Column with Horizontal Chamber Length Variations under Different Wave Periods

Destyariani Liana Putri1,*, Luh Putri Adnyani1, Nurmawati1, Muhammad Khaisar Wirawan1, Diniar Mungil Kurniawati2, Malik Kharim1, Jawahir Al Kalamul Haq3, Adnan Sandy Dwi Marta1,4
1Ocean Engineering Study Program, Institut Teknologi Kalimantan, Indonesia
2Mechanical Engineering Study Program, Institut Teknologi Kalimantan, Indonesia
3Directorate of Laboratory Management, Research Facilities, and Science and Technology Park, National Research and Innovation Agency, BRIN, Indonesia
4Research Center for Hydrodynamics Technology, National Research and Innovation Agency, BRIN, Indonesia
*Author to whom correspondence should be addressed:
E-mail: putridestyariani@lecturer.itk.ac.id (DLP)
Received: May 28, 2025 | Revised: September 10, 2025 | Accepted: December 16, 2025 | Published: March 2026
Abstract
Wave power plants using the oscillating water column (OWC) type have been implemented at full scale, with chamber geometry design variations (L-shaped OWC chamber) and including various wave periods test. The experimental study was conducted on 1:10 scale model in a glass flume (1 x 1.5 x 35) meters at the Coastal Engineering Laboratory of the National Research and Innovation Agency (BRIN). The objective is to investigate the effects of wave period and height variations on the power output of the L-OWC device, including the influence of L-OWC chamber length variations on water surface oscillation, pneumatic pressure, and air velocity in the chamber and turbine duct. The findings highlight that the input water level oscillation and period significantly impact the power output generated by the device. The water level oscillation changes in the L-OWC chamber's geometry length, affects water surface oscillation, pressure, and air velocity in the chamber and turbine duct. The highest power output was achieved with the L1 geometry rather than L2 during the test when the air was entering the chamber, generating a power output of 49.99 W and 46.91 W, respectively.
Keywords
chamber geometry; chamber length variations; l-owc; oscilating water column; wave flume experiment; wave period variation
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  1. 1) D. Kassymbekov, and D. Aitkul, "Economic aspects of the benefits of renewable energy considered in the legal framework in different countries," Evergreen, 11 (2) 576-585 (2024) doi:10.5109/7183311
  2. 2) B. Ganguly, T. Nag, and D. Guha, "P2P prosumer networks: a model for electricity trading," Evergreen, 11 (3) 1493-1497 (2024) doi:10.5109/7236806
  3. 3) R.A. Jessam, "Experimental study of wind turbine power generation utilizing discharged air of air conditioner blower," Evergreen, 9 (4) 1103-1109 (2022) doi:10.5109/6625722
  4. 4) A.F. d. O. Falcão, "Wave energy utilization: a review of the technologies," Renew. Sustain. Energy Rev., 14 (3) 899-918 (2010) doi:10.1016/j.rser.2009.11.003
  5. 5) A.A.M. Rodríguez, J.M.B. Ilzarbe, R.S. Casarín, and U.I. Ereño, "The influence of the chamber configuration on the hydrodynamic efficiency of oscillating water column devices," J. Mar. Sci. Eng., 8 (10) 1-27 (2020) doi:10.3390/jmse8100751
  6. 6) C.-C. LIN, Y.-C. CHOW, and D.T. NGUYEN, "Geometrical design of the l-shaped oscillating water column using artificial neural network," Proc. Eur. Wave Tidal Energy Conf., 15 (2023) doi:10.36688/ewtec-2023-555
  7. 7) T. Vyzikas, S. Deshoulières, M. Barton, O. Giroux, D. Greaves, and D. Simmonds, "Experimental investigation of different geometries of fixed oscillating water column devices," Renew. Energy, 104 248-258 (2017) doi:10.1016/j.renene.2016.11.061
  8. 8) D.G. Dorrell, M.F. Hsieh, and C.C. Lin, "A multichamber oscillating water column using cascaded savonius turbines," IEEE Trans. Ind. Appl., 46 (6) 2372-2380 (2010) doi:10.1109/TIA.2010.2072979
  9. 9) I. López, R. Carballo, D.M. Fouz, and G. Iglesias, "Design selection and geometry in owc wave energy converters for performance," Energies, 14 (6) 1-18 (2021) doi:10.3390/en14061707
  10. 10) A.S.D. Marta, Deendarlianto, W. Kongko, Aprijanto, A.T. Rohman, A. Wibowo, and I.Y. Ikhsanudin, "The influence of wave characteristics, tides, and installation conditions of l-shaped owc wave energy converter on energy absorption capability," Evergr. Jt. J. Nov. Carbon Resour. Sci. Green Asia Strateg., 11 (03) 2607-2617 (2024) doi:10.5109/7236900
  11. 11) E. Supriyanto, A. Taufiqur, A. Iman, I. Yahya, A. Wibowo, M. Taufiq, A. Musthofa, R. Teguh, M. Penta, A. Dwiputra, Deendarlianto, and A.S.D. Marta, "Results in engineering experimental study of flow characteristics in hydrodynamic and aerodynamic l-shaped and u-shaped oscillating water column chambers," 25 (December 2024) 1-11 (2025) doi:10.1016/j.rineng.2024.103762
  12. 12) K. Rezanejad, A. Souto-Iglesias, and C. Guedes Soares, "Experimental investigation on the hydrodynamic performance of an l-shaped duct oscillating water column wave energy converter," Ocean Eng., 173 (November 2017) 388-398 (2019) doi:10.1016/j.oceaneng.2019.01.009
  13. 13) N.P. Juan, V.N. Valdecantos, M.D. Esteban, and J.S.L. Gutiérrez, "Review of the influence of oceanographic and geometric parameters on oscillating water columns," J. Mar. Sci. Eng., 10 (2) (2022) doi:10.3390/jmse10020226
  14. 14) A.S.D. Marta, Deendarlianto, W. Kongko, Indarto, Fauzun, and A.T. Rohman, "The influence of wave height and period on airflow velocity and differential pressure in l-shaped oscillating water column ( l-owc ) chamber for wave energy converter ( wec )," Asia-Pacific J. Sci. Technol., 29 (6) 5(13) (2024) doi:10.14456/apst.2024.90
  15. 15) H. Khoirunnisa, W. Kongko, A.S.D. Marta, T.B. Pratomo, A. Nurwijayanti, S. Husrin, Benazir, F.M.G. Putra, D. Ariyanto, and K.S. Wardani, "Physical modelling scenarios of tsunami wave attenuation induced by variation of mangrove protection width and sea dike," Evergreen, 11 (3) 2742-2754 (2024) doi:10.5109/7236913
  16. 16) I. Magdalena, H.Q. Rif’atin, W. Kongko, A.S.D. Marta, H. Khoirunnisa, A. Nurwijayanti, and M. Farid, "Aceh’s tsunami wave evolution and its interaction with hybrid protection structure," Phys. Fluids, 36 (2) (2024) doi:10.1063/5.0185672
  17. 17) L. Gurnari, P. G.F.Filianoti, and S. M.Camporeale, "Fluid dynamics inside a u-shaped oscillating water column (owc): 1d vs. 2d cfd model," Renew. Energy, 193 687-705 (2022) doi:10.1016/j.renene.2022.05.025
  18. 18) A.S.D. Marta, Deendarlianto, Indarto, Sarjiya, S. Kamal, and E. Winata, "Performance of OWC-type wave power plants in the seas of Sumbawa Island , Indonesia," in: 2024 Int. Conf. Technol. Policy Energy Electr. Power, IEEE, 2024: pp. 1-6 doi:10.1109/ICT-PEP63827.2024.10733542
  19. 19) D.C. Istiyanto, E. Cholishoh, C. Murtiaji, A.B. Widagdo, C.I. Sukmana, A. Hamid, E.A. Wiguna, A.S.D. Marta, J. Setiawan, and B. Santosa, "Laboratory physical modeling of rakuna iv armor block stability and overtopping discharge of patimban port’s rubble mound breakwater," IOP Conf. Ser. Earth Environ. Sci., 832 (1) (2021) doi:10.1088/1755-1315/832/1/012061
  20. 20) G. Wolters, M. Van Gent, W. Allsop, L. Hamm, and D. Mühlestein, "HYDRALAB iii: guidelines for physical model testing of rubble mound breakwaters," Coasts, Mar. Struct. Break. Adapt. to Chang. - Proc. 9th Int. Conf., 2 (December 2013) 659-670 (2010) doi:10.1680/cmsb.41318.0062
  21. 21) A. Pecher, and J. Kofoed, "Ocean Wave Energy Book," 2017
  22. 22) S. John Ashlin, S.A. Sannasiraj, and V. Sundar, "Wave forces on an oscillating water column device," Procedia Eng., 116 (1) 1019-1026 (2015) doi:10.1016/j.proeng.2015.08.336
  23. 23) R.M. Sorensen, "Basic Coastal Engineering," 2006. http://scioteca.caf.com/bitstream/handle/123456789/1091/RED2017-Eng-8ene.pdf?sequence=12&isAllowed=y%0A doi:10.1016/j.regsciurbeco.2008.06.005%0Ahttps://www.researchgate.net/publication/305320484_SISTEM_PEMBETUNGAN_TERPUSAT_STRATEGI_MELESTARI
  24. 24) J.A. López-Leyva, C. Barrera-Silva, L.F. Sarmiento-Leyva, and M.F. González-Romero, "Simulation and characteristics analysis of on-shore owc system proposal as distributed generation resource considering the irregular wave interaction," Electron., 10 (7) (2021) doi:10.3390/electronics10070773
  25. 25) M.M. Samak, H. Elgamal, and A.M. Nagib Elmekawy, "The contribution of l-shaped front wall in the improvement of the oscillating water column wave energy converter performance," Energy, 226 120421 (2021) doi:10.1016/j.energy.2021.120421
  26. 26) E. Mansard, and E. Funke, "Reflection analysis of non-linear regular waves," Natl. Res. Counc. Canada, TR-HY-011 (NRC No. 25144) 280-287 (1977)
  27. 27) L.E. Frostick, S.J. McLelland, T.G. Mercer, J. Kirkegaard, G. Wolters, J. Sutherland, R. Soulsby, L. Frostick, S. McLelland, T. Mercer, and H. Gerritsen, "Users Guide to Physical Modelling and Experimentation: Experience of the HYDRALAB Network," 2011 doi:10.1201/b11335
  28. 28) K. Ram, M. Faizal, M.R. Ahmed, and Y.H. Lee, "Experimental studies on the flow characteristics in an oscillating water column device," J. Mech. Sci. Technol., 24 (10) 2043-2050 (2010) doi:10.1007/s12206-010-0621-z
  29. 29) J.P. Thavamani, "Bernoulli equation in fluid flow," Int. J. Curr. Res., 8 (10) 59-61 (2016). http://www.journalcra.com
  30. 30) ISO/CASCO, "INTERNATIONAL standard iso / iec competence of testing and calibration," Int. Organ. Stand., 2017 1-38 (2017). https://www.iso.org/fr/standard/39883.html
  31. 31) J. Hodges, J. Henderson, L. Ruedy, M. Soede, J. Weber, P. Ruiz-Minguela, H. Jeffrey, E.B. Bannon, M. Holland, R. Maciver, D. Hume, J.L. Villate, and T. Ramsey, "An international evaluation and guidance framework for ocean energy technology," (August) 68 (2021)
  32. 32) A.A. Medina Rodríguez, G. Posada Vanegas, B.E. Vega Serratos, I. Oderiz Martinez, E. Mendoza, J.M. Blanco Ilzarbe, V. Sundar, and R. Silva, "The hydrodynamic performance of a shore-based oscillating water column device under random wave conditions," Ocean Eng., 269 (August 2022) 113573 (2023) doi:10.1016/j.oceaneng.2022.113573
  33. 33) J.F.M. Gadelho, K. Rezanejad, C. Guedes Soares, J.A. Santos, G. Anastas, and C.J.E.M. Fortes, "Experimental study of an onshore dual chamber oscillating water column device," Ocean Eng., 300 (May 2023) 117240 (2024) doi:10.1016/j.oceaneng.2024.117240
  34. 34) D.Z. Ning, R.Q. Wang, Q.P. Zou, and B. Teng, "An experimental investigation of hydrodynamics of a fixed owc wave energy converter," Appl. Energy, 168 636-648 (2016) doi:10.1016/j.apenergy.2016.01.107
  35. 35) Y. Eskİ, "A laboratory study on the design and performance evaluation of pitot-tube a laboratory study on the design and performance evaluation of pitot-tube," J. Innov. Sci. Eng., 7(2) (October) 122-132 (2023) doi:10.38088/jise.1233700