Porous Triangular Structure's Drag Coefficient as a Submerged Obstruction in Open Channels

Authors

  • Ira Widyastuti Department of Civil Engineering, Faculty of Engineering, Cenderawasih University, Papua 99332, Indonesia
  • Riswandy Loly Paseru Department of Civil Engineering, Faculty of Engineering, Cenderawasih University, Papua 99332, Indonesia
Volume: 15 | Issue: 4 | Pages: 24532-24540 | August 2025 | https://doi.org/10.48084/etasr.11115

Abstract

This research aims to dampen energy without causing significant erosion around the obstacle models. Experiments were conducted on a square channel using three models of triangular plates (MP1, MP2, MP3) with a 30° slope and different levels of porosity (0, 10, and 15%). The flow channels around the energy obstacles were measured to assess different areas of the obstacle structure, depending on the channel characteristics and Reynolds number, using the drag coefficient (CD). Frictional forces were attributed to shear stress on the surface of solid objects moving through a viscous fluid. The results showed that the effect of energy-absorbing porous materials on reducing flow velocity before passing through the obstacles varied across models: a 31.42% decrease in MP1, a 9.27% increase in MP2, and a 32.92% increase in MP3. The average flow velocity after passing through MP1, MP2, and MP3 increased significantly by 37.80%, 25.00%, and 43.85%, respectively. The drag coefficient (CD) of porous obstacles was calculated by comparing the measured drag coefficients across models, resulting in a similar average across models, amounting to 4.82 (MP1), 4.03 (MP2), and 3.76 (MP3). The Reynolds number was 3.7x105 – 7.4x105, indicating the presence of laminar, transitional, or turbulent boundary layers.

Keywords:

porous triangle structure, drag coefficient, flow reduction

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References

L. M. Stancanelli, E. Secchi, and M. Holzner, "Magnetic fluid film enables almost complete drag reduction across laminar and turbulent flow regimes," Communications Physics, vol. 7, no. 1, Jan. 2024, Art. no. 30. DOI: https://doi.org/10.1038/s42005-023-01509-1

R. V. Abramov, "Turbulence via intermolecular potential: Uncovering the origin," Communications in Nonlinear Science and Numerical Simulation, vol. 130, Mar. 2024, Art. no. 107727. DOI: https://doi.org/10.1016/j.cnsns.2023.107727

S. M. Cameron, V. I. Nikora, and I. Marusic, "Drag forces on a bed particle in open-channel flow: effects of pressure spatial fluctuations and very-large-scale motions," Journal of Fluid Mechanics, vol. 863, pp. 494–512, Mar. 2019. DOI: https://doi.org/10.1017/jfm.2018.1003

D. Saranadhi, D. Chen, J. A. Kleingartner, S. Srinivasan, R. E. Cohen, and G. H. McKinley, "Sustained drag reduction in a turbulent flow using a low-temperature Leidenfrost surface," Science Advances, vol. 2, no. 10, Oct. 2016, Art. no. e1600686. DOI: https://doi.org/10.1126/sciadv.1600686

G. H. Choueiri, J. M. Lopez, and B. Hof, "Exceeding the Asymptotic Limit of Polymer Drag Reduction," Physical Review Letters, vol. 120, no. 12, Mar. 2018, Art. no. 124501. DOI: https://doi.org/10.1103/PhysRevLett.120.124501

Y. K. İlter, U. O. Ünal, W. Shi, S. Tokgöz, and M. Atlar, "An experimental investigation into the drag reduction performance of dimpled plates in a fully turbulent channel flow," Ocean Engineering, vol. 307, Sep. 2024, Art. no.118198. DOI: https://doi.org/10.1016/j.oceaneng.2024.118198

B. M. A. S. Ali, J. M. S. Suleimany, and S. S. Ibrahim, "Numerical Modeling of the Flow around a Cylinder using FEATool Multiphysics," Engineering, Technology & Applied Science Research, vol. 13, no. 4, pp. 11290–11297, Aug. 2023. DOI: https://doi.org/10.48084/etasr.6053

J. R. Welty, C. E. Wicks, R. E. Wilson, and G. Rorrer, Fundamentals of momentum, heat, and mass transfer, 5th. ed. Hoboken, NJ: John Wiley & Sons, Incorporated, 2008.

B. J. Rosenberg, T. Van Buren, M. K. Fu, and A. J. Smits, "Turbulent drag reduction over air- and liquid- impregnated surfaces," Physics of Fluids, vol. 28, no. 1, Jan. 2016, Art. no. 015103. DOI: https://doi.org/10.1063/1.4939272

S. A. Asghari Pari, S. M. Kashefipour, and M. Ghomeshi, "An experimental study to determine the obstacle height required for the control of subcritical and supercritical gravity currents," European Journal of Environmental and Civil Engineering, vol. 21, no. 9, pp. 1080–1092, Sep. 2017. DOI: https://doi.org/10.1080/19648189.2016.1144537

A. D’Ippolito, F. Calomino, A. Fiorini Morosini, and R. Gaudio, "Drag coefficients and water surface profiles in channels with arrays of linear rigid emergent vegetation," Journal of Hydro-environment Research, vol. 57, pp. 27–37, Nov. 2024. DOI: https://doi.org/10.1016/j.jher.2024.10.001

B. R. Solomon, K. S. Khalil, and K. K. Varanasi, "Drag Reduction using Lubricant-Impregnated Surfaces in Viscous Laminar Flow," Langmuir, vol. 30, no. 36, pp. 10970–10976, Sep. 2014. DOI: https://doi.org/10.1021/la5021143

A. Gijón Mancheño, W. Jansen, J. C. Winterwerp, and W. S. J. Uijttewaal, "Predictive model of bulk drag coefficient for a nature-based structure exposed to currents," Scientific Reports, vol. 11, no. 1, Feb. 2021, Art. no. 3517. DOI: https://doi.org/10.1038/s41598-021-83035-0

H. C. Burridge et al., "The transport of liquids in softwood: timber as a model porous medium," Scientific Reports, vol. 9, no. 1, Dec. 2019, Art. no. 20282. DOI: https://doi.org/10.1038/s41598-019-55811-6

M. Albers, X. Shao, and W. Schröder, "Energy efficient actuated drag reduced compressible turbulent flat plate flow," International Journal of Heat and Fluid Flow, vol. 106, Apr. 2024, Art. no. 109314. DOI: https://doi.org/10.1016/j.ijheatfluidflow.2024.109314

J. Liu, Y. Ju, Y. Zhang, and W. Gong, "Preferential Paths of Air-water Two-phase Flow in Porous Structures with Special Consideration of Channel Thickness Effects," Scientific Reports, vol. 9, no. 1, Nov. 2019, Art. no. 16204. DOI: https://doi.org/10.1038/s41598-019-52569-9

M. Kordnaeij, M. Sajadi, and M. S. Bajestan, "Experimentally Comparisons of the Effect of Porous Sheets and Porous Obstacles in Controlling Turbidity Current," Water and Soil Science, vol. 27, no. 1, pp. 43–54, May 2017.

I. Widyastuti, M. A. Thaha, R. T. Lopa, and M. P. Hatta, "Dam-Break Energy of Porous Structure for Scour Countermeasure at Bridge Abutment," Civil Engineering Journal, vol. 8, no. 12, pp. 3939–3951, Dec. 2022. DOI: https://doi.org/10.28991/CEJ-2022-08-12-019

S. Coleman, "Hydraulics in Civil and Environmental Engineering," Journal of Hydraulic Engineering, vol. 126, no. 9, pp. 724–725, Sep. 2000. DOI: https://doi.org/10.1061/(ASCE)0733-9429(2000)126:9(724)

J. Abdurrosyid and A. Fatchan, "Gerusan di sekitar abutmen dan pengendaliannya pada kondisi ada angkutan sedimen untuk saluran berbentuk majemuk," Civil Engineering Dynamics, vol. 7, pp. 20–29, 2017.

S. Altinakar, W. H. Graf, and E. J. Hopfinger, "Weakly depositing turbidity current on a small slope," Journal of Hydraulic Research, vol. 28, no. 1, pp. 55–80, Jan. 1990. DOI: https://doi.org/10.1080/00221689009499147

V. T. Chow, Open-channel hydraulics, 1st ed. Caldwell, NJ, USA: Blackburn Press, 1959.

P. S. Atmojo, S. S. Sachro, and H. Budieny, "Penggunaan Analisis Dimensi untuk Mencari Korelasi Antar Variabel pada Uji Model Hidrolik," Jurnal Teknik Sipil, vol. 21, no. 3, Dec. 2014, Art. no. 221. DOI: https://doi.org/10.5614/jts.2014.21.3.5

Pitot Tubes Portable Operating Instruction and Experiment, Hampshire, UK: Armfield Engineering Teaching & Research Equipment, 2024.

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How to Cite

[1]
I. Widyastuti and R. L. Paseru, “Porous Triangular Structure’s Drag Coefficient as a Submerged Obstruction in Open Channels”, Eng. Technol. Appl. Sci. Res., vol. 15, no. 4, pp. 24532–24540, Aug. 2025.

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