Surface Roughness and Reynolds Number Effects on the Aerodynamic Forces and Pressures Acting on a Semicylindrical Roof in Smooth Flow
Publication: Journal of Structural Engineering
Volume 144, Issue 9
Abstract
The effects of surface roughness and Reynolds number on the characteristics of aerodynamic forces and pressures on a semicylindrical roof have been investigated in a wind tunnel. Simultaneous pressure measurements on smooth and rough roofs were obtained under the smooth flow condition. The Reynolds number, based on the cylinder diameter , was varied from to for the smooth roof and from to for rough roofs. The surface of the rough roof had a mean relative roughness of ( is the roughness height). The results indicated that, for a smooth roof, the transition of the separated shear layer occurs in-between ; for rough roofs, the transitional regime is observed at lower Reynolds numbers (in the case of , ). In addition, the mean lift coefficient and the root-mean-square (R.M.S.) pressure coefficient of the rough roofs are considerably lower than those of a smooth roof. It was also found that the surface roughness has a significant influence on the flow around the cylindrical roof. The results of power spectra confirmed that the rough roof presents good organization of vortex shedding; however, no prevailing shedding frequency could be detected for the smooth roof at beyond .
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Acknowledgments
This study was financially supported by the Natural Science Foundation of Jiangsu Province under Grant No. BK20170880, the China Postdoctoral Science Foundation under Grant No. 2016M591754.
References
Apelt, C. J., and G. S. West. 1975. “The effects of wake splitter plates on bluff-body flow in the range . Part 2.” J. Fluid Mech. 71 (1): 145–160. https://doi.org/10.1017/S0022112075002479.
Batham, J. P. 1973. “Pressure distributions on circular cylinders at critical Reynolds numbers.” J. Fluid Mech. 57 (2): 209–228. https://doi.org/10.1017/S0022112073001114.
Cheng, C. M., and C. L. Fu. 2010. “Characteristic of wind loads on a hemispherical dome in smooth flow and turbulent boundary layer flow.” J. Wind Eng. Ind. Aerodyn. 98 (6): 328–344. https://doi.org/10.1016/j.jweia.2009.12.002.
Grillaud, G. 1981. “Effet du vent sur une structure gonflable [Wind loads on inflatable structures].” In Vol. 1 of Colloque Construie avec le Vent. Nantes, France: Centre Scientifique et Technique du Batiment.
Güven, O., C. Farell, and V. C. Patel. 1980. “Surface-roughness effects on the mean flow past circular cylinders.” J. Fluid Mech. 98 (4): 673–701. https://doi.org/10.1017/S0022112080000341.
Hoxey, R. P., and G. M. Richardson. 1983. “Wind loads on film plastic greenhouses.” J. Wind Eng. Ind. Aerodyn. 11 (1–3): 225–237. https://doi.org/10.1016/0167-6105(83)90102-2.
Irwin, H. P. A. H., K. R. Cooper, and R. Girard. 1979. “Correction of distortion effects caused by tubing systems in measurements of fluctuating pressures.” J. Wind Eng. Ind. Aerodyn. 5 (1–2): 93–107. https://doi.org/10.1016/0167-6105(79)90026-6.
Johnson, G. L., D. Surry, and W. K. Ng. 1985. “Turbulent wind loads on arch-roof structures: A review of model and full-scale results and the effect of Reynolds number.” In Proc., 5th US National Conf. on Wind Engineering. Lubbock, TX: Texas Tech Univ.
Kareem, A., and C. M. Cheng. 1999. “Pressure and force fluctuations on isolated roughened circular cylinders of finite height in boundary layer flows.” J. Fluids Struct. 13 (7–8): 907–933. https://doi.org/10.1006/jfls.1999.0247.
Kiya, M., H. Ishikawa, and H. Sakamoto. 2001. “Near-wake instabilities and vortex structures of three-dimensional bluff bodies: A review.” J. Wind Eng. Ind. Aerodyn. 89 (14): 1219–1232. https://doi.org/10.1016/S0167-6105(01)00160-X.
Letchford, C. W., and P. P. Sarkar. 2000. “Mean and fluctuating wind loads on rough and smooth parabolic domes.” J. Wind Eng. Ind. Aerodyn. 88 (1): 101–117. https://doi.org/10.1016/S0167-6105(00)00030-1.
Matteoni, G., and C. T. Georgakis. 2015. “Effects of surface roughness and cross-sectional distortion on the wind-induced response of bridge cables in dry conditions.” J. Wind Eng. Ind. Aerodyn. 136 (1): 89–100. https://doi.org/10.1016/j.jweia.2014.11.003.
Nakamura, Y., and Y. Tomonari. 1982. “The effects of surface roughness on the flow past circular cylinders at high Reynolds numbers.” J. Fluid Mech. 123 (1): 363–378. https://doi.org/10.1017/S0022112082003103.
Niemann, H. J., and N. Hölscher. 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.
Nishimura, H., and Y. Taniike. 2001. “Aerodynamic characteristics of fluctuating forces on a circular cylinder.” J. Wind Eng. Ind. Aerodyn. 89 (7): 713–723. https://doi.org/10.1016/S0167-6105(01)00067-8.
Qiu, Y., Y. Sun, Y. Wu, and Y. Tamura. 2014. “Effects of splitter plates and Reynolds number on the aerodynamic loads acting on a circular cylinder.” J. Wind Eng. Ind. Aerodyn. 127 (1): 40–50. https://doi.org/10.1016/j.jweia.2014.02.003.
Ribeiro, J. D. 1991. “Effects of surface roughness on the two-dimensional flow past circular cylinders. I: Mean forces and pressures.” J. Wind Eng. Ind. Aerodyn. 37 (3): 299–309. https://doi.org/10.1016/0167-6105(91)90014-N.
Sakamoto, H., and H. Haniu. 1990. “A study on vortex shedding from spheres in a uniform flow.” J. Fluids Eng. 112 (4): 386–392. https://doi.org/10.1115/1.2909415.
Savory, E., and N. Toy. 1986. “Hemisphere and hemisphere-cylinders in turbulent boundary layers.” J. Wind Eng. Ind. Aerodyn. 23 (1): 345–364. https://doi.org/10.1016/0167-6105(86)90054-1.
Schewe, G. 1983. “On the force fluctuations acting on a circular cylinder in crossflow from subcritical up to transcritical Reynolds numbers.” J. Fluid Mech. 133 (1): 265–285. https://doi.org/10.1017/S0022112083001913.
Shih, W. C. L., C. Wang, D. Coles, and A. Roshko. 1993. “Experiments on flow past rough circular cylinders at large Reynolds numbers.” J. Wind Eng. Ind. Aerodyn. 49 (1–3): 351–368. https://doi.org/10.1016/0167-6105(93)90030-R.
Sun, Y., Y. Wu, Y. Qiu, and Y. Tamura. 2014. “Effects of free-stream turbulence and Reynolds number on the aerodynamic characteristics of a semicylindrical roof.” J. Struct. Eng. 141 (9): 04014230. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001209.
Toy, N., and B. Tahouri. 1988. “Pressure distributions on semi-cylindrical structures of different geometrical cross sections.” J. Wind Eng. Ind. Aerodyn. 29 (1): 263–272. https://doi.org/10.1016/0167-6105(88)90164-X.
Uematsu, Y., and M. Yamada. 1995. “Effects of aspect ratio and surface roughness on the time-averaged aerodynamic forces on cantilevered circular cylinders at high Reynolds numbers.” J. Wind Eng. Ind. Aerodyn. 54 (1): 301–312. https://doi.org/10.1016/0167-6105(94)00049-J.
van Hinsberg, N. P. 2015. “The Reynolds number dependency of the steady and unsteady loading on a slightly rough circular cylinder: From subcritical up to high transcritical flow state.” J. Fluids Struct. 55 (1): 526–539. https://doi.org/10.1016/j.jfluidstructs.2015.04.002.
Zan, S. J., and K. Matsuda. 2002. “Steady and unsteady loading on a roughened circular cylinder at Reynolds numbers up to 900,000.” J. Wind Eng. Ind. Aerodyn. 90 (4): 567–581. https://doi.org/10.1016/S0167-6105(01)00213-6.
Zasso, A., S. Giappino, and S. Muggiasca. 2006. “Wind tunnel study of a cone-like shaped roof: Reynolds number effects.” J. Wind Eng. Ind. Aerodyn. 94 (5): 431–444. https://doi.org/10.1016/j.jweia.2006.01.007.
Zdravkovich, M. M. 1990. “Conceptual overview of laminar and turbulent flows past smooth and rough circular cylinders.” J. Wind Eng. Ind. Aerodyn. 33 (1–2): 53–62. https://doi.org/10.1016/0167-6105(90)90020-D.
Zhao, L., Y. Ge, and A. Kareem. 2017. “Fluctuating wind pressure distribution around full-scale cooling towers.” J. Wind Eng. Ind. Aerodyn. 165 (1): 34–45. https://doi.org/10.1016/j.jweia.2017.02.016.
Zhou, B., X. Wang, W. M. Gho, and S. K. Tan. 2015. “Force and flow characteristics of a circular cylinder with uniform surface roughness at subcritical Reynolds numbers.” Appl. Ocean Res. 49 (1): 20–26. https://doi.org/10.1016/j.apor.2014.06.002.
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©2018 American Society of Civil Engineers.
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Received: May 30, 2017
Accepted: Mar 2, 2018
Published online: Jun 23, 2018
Published in print: Sep 1, 2018
Discussion open until: Nov 23, 2018
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