Evaluation drag coefficients for circular patch vegetation with different riverbed roughness

References

• Al-Husseini, T. R., Al-Madhhachi, A. T., & Naser, Z. A. (2020). Laboratory experiments and numerical model of local scour around submerged sharp crested weir. Journal of King Saud University – Engineering Sciences, 32(3), 167–19. https://doi.org/10.1016/j.jksues.2019.01.001
   Google Scholar
• Albayrak, I., Nikora, V., Miler, O., & O’Hare, M. (2012). Flow-plant interactions at a leaf scale: Effects of leaf shape, serration, roughness and flexural rigidity. Aquatic Sciences, 74(2), 267–286. https://doi.org/10.1007/s00027-011-0220-9
   Web of Science ®Google Scholar
• Anjum, N., & Tanaka, N. (2019). Experimental study on flow analysis and energy loss around discontinued vertically layered vegetation. In Environmental Fluid Mechanics (pp. 1–27).
   Google Scholar
• Box, W., Jarvela, J., & Vastila, K. (2021). Flow resistance of floodplain vegetation mixtures for modelling river flows. Journal of Hydrology, 601, 126593. https://doi.org/10.1016/j.jhodrol.2021.126593
   Web of Science ®Google Scholar
• Chang, K., & Constantinescu, G. (2015). Numerical investigation of flow and turbulence structure through and around a circular array of rigid cylinders. Journal of Fluid Mechanics, 776, 161–199. https://doi.org/10.1017/jfm.2015.321.161
   Web of Science ®Google Scholar
• Cheng, N. S., Hui, L. C., Wang, X., & Tan, S. K. (2019). Laboratory study of porosity effect on drag induced by circular vegetation patch. Journal of Engineering Mechanics, 145(7), 04019046. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001626
   Web of Science ®Google Scholar
• Cheng, N. S., & Nguyen, H. T. (2011). Hydraulic radius for evaluating resistance induced by simulated emergent vegetation in open-channel flows. Journal of Hydraulic Engineering, 137(9), 995–1004. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000377
   Web of Science ®Google Scholar
• Cornacchia, L., Folkard, A., Davies, G., Grabowski, R. C., van de Koppel, J., van der Wal, D., Wharton, G., Puijalon, S., & Bouma, T. J. (2018). Plants face the flow in V formation: A study of plant patch alignment in streams. Journal of Limnology and Oceanography, 64(3 1087–1102). https://doi.org/10.1002/lno.11099
   Web of Science ®Google Scholar
• Coscarella, F., Penna, N., Ferrante, A. P., Gualtieri, P., & Gaudio, R. (2021). Turbulent Flow throughRandom Vegetation on a Rough Bed. Water, 13(18), 2564. https://doi.org/10.3390/w13182564
   Web of Science ®Google Scholar
• D’Ippolito, A., Lauria, A., Alfonsi, G., & Calomino, F. (2019). Investigation of flow resistance exerted by rigid emergent vegetation in open channel. Acta Geophysica, 67(3), 971–986. https://doi.org/10.1007/s11600-019-00280-8
   Web of Science ®Google Scholar
• De Lima, P. H., Janzen, J. G., & Nepf, H. M. (2015). Flow patterns around two neighboring patches of emergent vegetation and possible implications for deposition and vegetation growth. Environmental Fluid Mechanics, 15(4), 881–898. https://doi.org/10.1007/s10652-015-9395-2
   Web of Science ®Google Scholar
• Dupuis, V., Proust, S., Berni, C., & Paquier, A. (2016). Combined effects of bed friction and emergent cylinder drag in open channel flow. Journal of Environmental Fluid Mechanics, 16(6), 1173–1193. https://doi.org/10.1007/s10652-016-9471-2
   Web of Science ®Google Scholar
• Ergun, S. (1952). Fluid flow through packed columns. Chem. Eng. Prog, 48(2), 89–94.
   Web of Science ®Google Scholar
• Gong, Y., Stoesser, T., Mao, J., & McSherry, R. (2019). LES of flow through and around a finite patch of thin plates. Water Resources Research, 55(9), 7587–7605. https://doi.org/10.1029/2018WR023462
   Web of Science ®Google Scholar
• Ishikawa, Y., Mizuhara, K., & Ashida, M. Drag force on multiple rows of cylinders in an open channel, Grant-in-aid research project report, Kyushu University 2000.
   Google Scholar
• Kim, H. S., Kimura, I., & Park, M. (2018). Numerical simulation of flow and suspended sediment deposition within and around a circular patch of vegetation on a rigid bed. Water Resources Research, 54(10), 7231–7251. Issue. https://doi.org/10.1029/2017WR021087
   Web of Science ®Google Scholar
• Kitsikouds, V., Yagci, O., & Kirca, V. S. (2020). Experimental analysis and turbulence in the wake of neighboring emergent vegetation patches with different densities. Environmental Fluid Mechanics, 20(6),1417–1439. Volume, pages. https://doi.org/10.1007/s10652-020-09746-6
   Web of Science ®Google Scholar
• Kothyari, U. C., Hayashi, K., & Hashimoto, H. (2009). Drag coefficient of unsubmerged rigid vegetation stems in open channel flows. Journal of Hydraulic Research, 47(6), 691–699. https://doi.org/10.3826/jhr.2009.3283
   Web of Science ®Google Scholar
• Li, D., Huai, W.-X., & Liu, M.-Y. (2020). Investigation of flow characteristics with one-line emergent canopy patches in open channel. Journal of Hydrology, 590, 125248. https://doi.org/10.1016/j.jhydrol.2020.125248
   Web of Science ®Google Scholar
• Liu, X. G., & Zeng, Y. H. (2016). Drag coefficient for rigid vegetation in subcritical open channel. Journal of Proceedia Engineering, 154, 1124–1131. https://doi.org/10.1016/j.proeng.2016.07.522
   Google Scholar
• Morinaqa, T., Tanaka, N., Yagisaea, J., Karunaratne, S., & Weerakoon, W. M. S. B. (2012). Estimation of drag coefficient of trees considering the tree bending or overturning situation. ACEPS 9 (3–4) , 221–230 doi:10.1080/15715124.2011.606427.
   Google Scholar
• Mulahasan, S., Al-Mohammed, F. M., & Al-Madhhachi, A. T. (2021). Effect of blockage ratio on flow characteristics in obstructed open channels. Innovative Infrastructure Solutions, 6(4), 211. https://doi.org/10.1007/s41062-021-00592-z
   Web of Science ®Google Scholar
• Mulahasan, S., & Stoesser, T. (2016). Flow resistance for in-line vegetation in open channel flow. International Journal of River Basin Management, 15(3), 329–334. https://doi.org/10.1080/15715124.2017.1307847
   Web of Science ®Google Scholar
• Mulahasan, S., Stoesser, T., & McSheerry, R. (2017). Effect of floodplain obstruction on the discharge conveyance capacity of compound channels. Journal of Irrigation and Drainage Engineering, 143(11), 1–11. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001240
   Web of Science ®Google Scholar
• Schlichting, H.(1982).Boundary layer theory. (G. B. German.Ninth).
   Google Scholar
• Taddei, S., Manes, C., & Ganapathisubramani, B. (2016). Characteristics of drag and wake properties of canopy patches immersed in turbulent boundary layers.Journal of Fluid Mechanics Vol. 798 (pp. 27–49).https://doi.org/10.1017/jfm.2016.312
   Web of Science ®Google Scholar
• Takemura, T., & Tanaka, N. (2007). Flow structures and drag characteristics of a colony type emergent roughness model mounted on a flat plate in uniform flow. Fluid Dynamic Research, 39(9–10), 694–710. https://doi.org/10.1016/j.fluiddyn.2007.06.001
   Web of Science ®Google Scholar
• Tanaka, N., & Yagisawa, J. (2010). Flow structures and sedimentation characteristics around clump-type vegetation. Journal of Hydro-environment Research, 4(1), 15–25. https://doi.org/10.1016/j.jher.2009.11.002
   Web of Science ®Google Scholar
• Tanaka, N., Yagisawa, J., & Ogawa, T. (2007). Change of threshold velocity for gravel movement by runner expansion and growth of Phragmites japomica on a gravel bar modelling approach. Journal of Hydro-science Hydraulic Engineering, 25(1), 1–10.
   Google Scholar
• Tanino, Y., & Nepf, H. (2008). Laboratory investigation of mean drag in a random array of rigid, emergent cylinders. Journal of Hydraulic Engineering, 134(1), 34–41. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:1(34)
   Web of Science ®Google Scholar
• Wang, H., Tang, H. W., Yuan, S. Y., Lv, S., & Zhao, X. (2014). An experimental study of the incipient bed shear stress partition in mobile bed channel filled with emergent rigid vegetation. Science China Technological Sciences, 57(6), 1165. https://doi.org/10.1007/s11431-014-5549-6
   Web of Science ®Google Scholar
• Yokojima, S., Kawahara, Y., & Yamamoto, T. (2014). Impacts of vegetation configuration on flow structure and resistance in a rectangular open channel. Journal of Hydro-environmental Research, 9(2 295–303). https://doi.org/10.1016/g.gher.2014.008
   Web of Science ®Google Scholar
• Yu, L.-H., Zhan, J.-M., & Li, Y.-S. (2013). Numerical investigation of drag force on flow through circular array of cyli- nders. Journal of Hydrodynamics, 3(3), 330–338. https://doi.org/10.1016/S1001-6058(11)60371-6
   Web of Science ®Google Scholar
• Yu, L.-H., Zhan, J.-M., & Li, Y.-S. (2014). Numerical simulation of flow through circular array of cylinders using multi-body and porous models. Coastal Engineering Journal, 56(3), Issue. https://doi.org/10.1142/S0578563414500144
   Google Scholar
• Zhang, J., Liang, D., Fan, X., & Liu, H. (2019). Detached eddy simulation of flow through a circular patch of free-surface-piercing cylinders. Advances in Water Resources, 123, 96–108. https://doi.org/10.1016/j.advwatres.2018.11.008
   Web of Science ®Google Scholar
• Zhou, J., & Venayagamoorthy, K. (2019). Near-field mean flow dynamics of a cylindrical canopypatch suspended in deep water. Journal of Fluid Mechanics, 858, 634–655. https://doi.org/10.1017/jfm.2018.775
   Web of Science ®Google Scholar
• Zong, L., & Nepf, H. (2011). Spatial distribution of deposition within a patch of vegetation. Water Resources Research, 47(3), W03516. https://doi.org/10.1029/2010WR009516
   Web of Science ®Google Scholar
• Zong, L., & Nepf, H. (2012). Vortex development behind a finite porous obstruction in a channel. Journal of Fluid Mechanics, 691, 368391. https://doi.org/10.1017/jfm.2011.479
   Web of Science ®Google Scholar