Technical Notes
Nov 24, 2018

Estimate of Drag Coefficient for a Finite Patch of Rigid Cylinders

Publication: Journal of Hydraulic Engineering
Volume 145, Issue 2

Abstract

This note presents laboratory measurements of the drag coefficient for a finite patch of vegetation that was simulated with a limited number of rigid cylindrical rods. The experiment was designed based on an analogy between the drag imposed by a vegetation patch in an open-channel flow and that experienced by the patch settling in a water tank. The results show that the average drag coefficient calculated from the measured settling velocity can be expressed as a function of the patch porosity. The experimental data are also consistent with previous predictions by large eddy simulations.

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References

Agarwal, P. K., and W. J. Mitchell. 1989. “Generalized Reynolds-number, drag curve and interphase transport phenomena in viscous-flow.” Chem. Eng. Sci. 44 (2): 405–416. https://doi.org/10.1016/0009-2509(89)85077-8.
Chang, K., and G. Constantinescu. 2015. “Numerical investigation of flow and turbulence structure through and around a circular array of rigid cylinders.” J. Fluid Mech. 776: 161–199. https://doi.org/10.1017/jfm.2015.321.
Cheng, N.-S. 2013. “Calculation of drag coefficient for arrays of emergent circular cylinders with pseudofluid model.” J. Hydraul. Eng. 139 (6): 602–611. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000722.
Cheng, N.-S., and H. T. Nguyen. 2011. “Hydraulic radius for evaluating resistance induced by simulated emergent vegetation in open-channel flows.” J. Hydraul. Eng. 137 (9): 995–1004. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000377.
Etminan, V., R. J. Lowe, and M. Ghisalberti. 2017. “A new model for predicting the drag exerted by vegetation canopies.” Water Resour. Res. 53 (4): 3179–3196. https://doi.org/10.1002/2016WR020090.
Fox, T. A., and G. S. West. 1993. “Fluid-induced loading of cantilevered circular-cylinders in a low-turbulence uniform-flow. Part 1: Mean loading with aspect ratios in the range 4 to 30.” J. Fluids Struct. 7 (1): 1–14. https://doi.org/10.1006/jfls.1993.1001.
Katul, G. G., D. Poggi, and L. Ridolfi. 2011. “A flow resistance model for assessing the impact of vegetation on flood routing mechanics.” Water Resour. Res. 47 (8): https://doi.org/10.1029/2010WR010278.
Liu, C., and H. Nepf. 2016. “Sediment deposition within and around a finite patch of model vegetation over a range of channel velocity.” Water Resour. Res. 52 (1): 600–612. https://doi.org/10.1002/2015WR018249.
Luhar, M., and H. M. Nepf. 2013. “From the blade scale to the reach scale: A characterization of aquatic vegetative drag.” Adv. Water Resour. 51: 305–316. https://doi.org/10.1016/j.advwatres.2012.02.002.
Niemann, H. J., and N. Holscher. 1990. “A review of recent experiments on the flow past circular-cylinders.” J. Wind Eng. Ind. Aerodyn. 33 (1–2): 197–209. https://doi.org/10.1016/0167-6105(90)90035-B.
Rominger, J. T., and H. M. Nepf. 2011. “Flow adjustment and interior flow associated with a rectangular porous obstruction.” J. Fluid Mech. 680: 636–659. https://doi.org/10.1017/jfm.2011.199.
Stone, B. M., and H. T. Shen. 2002. “Hydraulic resistance of flow in channels with cylindrical roughness.” J. Hydraul. Eng. 128 (5): 500–506. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:5(500).
Tanino, Y., and H. M. Nepf. 2008. “Laboratory investigation of mean drag in a random array of rigid, emergent cylinders.” J. Hydraul. Eng. 134 (1): 34–41. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:1(34).
Tinoco, R. O., and E. A. Cowen. 2013. “The direct and indirect measurement of boundary stress and drag on individual and complex arrays of elements.” Exp. Fluids 54 (4): 1509. https://doi.org/10.1007/s00348-013-1509-3.
Truong, M. K., K. A. Whilden, S. A. Socolofsky, and J. L. Irish. 2015. “Experimental study of wave dynamics in coastal wetlands.” Environ. Fluid Mech. 15 (4): 851–880. https://doi.org/10.1007/s10652-014-9384-x.
van Hinsberg, N. P., G. Schewe, and M. Jacobs. 2017. “Experiments on the aerodynamic behaviour of square cylinders with rounded corners at Reynolds numbers up to 12 million.” J. Fluids Struct. 74: 214–233. https://doi.org/10.1016/j.jfluidstructs.2017.08.002.
Zhao, K. F., N. S. Cheng, X. K. Wang, and S. K. Tan. 2014. “Measurements of fluctuation in drag acting on rigid cylinder array in open channel flow.” J. Hydraul. Eng. 140 (1): 48–55. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000811.

Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 145Issue 2February 2019

History

Received: Aug 30, 2017
Accepted: Jul 30, 2018
Published online: Nov 24, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 24, 2019

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Authors

Affiliations

Professor, Ocean College, Zhejiang Univ., Zhoushan, Zhejiang 316021, China; formerly, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798, Singapore (corresponding author). ORCID: https://orcid.org/0000-0002-7414-6745. Email: [email protected]
Cai Ling Hui [email protected]
Civil Engineer, Prostruct Consulting Pte. Ltd., BLK 165, Bukit Merah Central, Singapore 150165, Singapore. Email: [email protected]
Xingwei Chen [email protected]
Professor, College of Geographical Science, Fujian Normal Univ., Cangshan, Fuzhou 350007, China. Email: [email protected]

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