Physical Modeling of Sheet Flow on Rough Impervious Surfaces
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VIEW THE REPLYPublication: Journal of Hydraulic Engineering
Volume 135, Issue 6
Abstract
This paper presents results from an extensive experimental study of sheet flow on rough impervious surfaces that are used to represent highway pavement. Experiments were performed on three surfaces under no-rainfall and simulated rainfall conditions, and with slopes of 1, 2, and 3%. Measurements include flow depth and unit discharge. Turbulent boundary layer theory for a rough surface is used to describe the depth-discharge relationship, resulting in a model with a single parameter directly related to the surface roughness. Comparisons are made with Manning’s equation, and the variability of the Manning coefficient is assessed. Hydraulic effects of rainfall are generally found to be small compared to other factors.
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Acknowledgments
Research support from the Texas Department of Transportation is greatly appreciated. The following graduate students at The University of Texas at Austin contributed greatly to completion of this laboratory research program: Lauren Schneider, Julien Villard, Emily Reeder, and Wa Seong Chan.
References
Anderson, D. A., Huebner, R. S., Reed, J. R., Warner, J. C., and Henry, J. J. (1998). “Improved surface drainage of pavements.” Final Rep., Web Document 16, National Cooperative Highway Research Program (NCHRP), Washington, D.C.
ASTM. (2006). “Standard test method for measuring pavement macrotexture depth using a volumetric technique.” Designation: E 965-96, Philadelphia.
Bayazit, M. (1976). “Free surface flow in a channel of large relative roughness.” J. Hydraul. Res., 14(2), 115–126.
Brown, S. A., Stein, S. M., and Warner, J. C. (2001). Urban drainage design manual FHWA-NHI-01-21, HEC-22, 2nd Ed., Hydraulic Engineering Circular 22, Federal Highway Administration, Washington, D.C.
Charbeneau, R. J., Jeong, J., and Barrett, M. E. (2008). “Highway drainage at superelevation transitions.” Rep. No. FHWA/TX-08/0-4875-1, Center for Transportation Research, The Univ. of Texas at Austin, Austin, Tex.
Charbeneau, R. J., Jeong, J., Reeder, E., and Chan, W. S. (2007). “Physical modeling of sheet flow on highway pavement surfaces.” Proc., 32nd Congress of IAHR (CD-ROM), International Association of Hydraulic Engineering and Research, Venezia (Venice).
Chien, N., and Wan, Z. (1999). Mechanics of sediment transport, ASCE, Reston, Va.
Christiansen, J. (1942). “Irrigation by sprinkling.” Bull. No. 670, California Agricultural Experiment Station, Berkeley, Calif., 110–116.
Daluz Vieira, J. H. (1983). “Conditions governing the use of approximations for the Saint-Venant equations for shallow surface water flow.” J. Hydrol., 60, 43–58.
Einstein, H. A., and El-Samni, E. S. (1949). “Hydrodynamic forces on a rough wall.” Rev. Mod. Phys., 21(3), 520–524.
Emmett, W. W. (1970). “The hydraulics of overland flow on hillslopes.” Geological Survey Professional Paper 662-A, U.S. Government Printing Office, Washington, D.C.
Ferguson, R. (2007). “Flow resistance equations for gravel- and boulder-bed streams.” Water Resour. Res., 43, W05427.
Goldstein, S. (1938). Modern developments in fluid dynamics, Vol. II, Oxford University Press, Oxford, U.K.
Henderson, F. M. (1966). Open channel flow, Macmillan, New York.
Katz, D. M., Watts, F. J., and Burroughs, E. R. (1995). “Effects of surface roughness and rainfall impact on overland flow.” J. Hydraul. Eng., 121, 546–553.
Kuelegan, G. H. (1938). “Laws of turbulent flow in open channels.” J. Res. Natl. Bur. Stand., 21, 707–741.
Monin, A. S., and Yaglom, A. M. (1971). Statistical fluid mechanics, Vol. 1, MIT Press, Cambridge, Mass.
Parsons, A. J., and Abrahams, A. D. (1992). Overland flow, hydraulics and erosion mechanics, Chapman & Hall, New York.
Robertson, A. F., Turner, A. K., Crow, F. R., and Ree, W. O. (1966). “Runoff from impervious surfaces under conditions of simulated rainfall.” Trans. ASAE, Vol. 9, 343–346.
Savat, J. (1977). “The hydraulics of sheet flow on a smooth surface and the effect of simulated rainfall.” Earth Surf. Processes Landforms, 2, 125–140.
Schlichting, H. (1968). Boundary-layer theory, 6th Ed., McGraw-Hill, New York.
Shen, H. W., and Li, R.-M. (1973). “Rainfall effect on sheet flow over smooth surface.” J. Hydr. Div., 99, 771–792.
Singh, V. P. (1996). Kinematic wave modeling in water resources, Wiley, New York.
Woolhiser, D. A., and Liggett, J. A. (1967). “Unsteady one-dimensional flow over a plane: The rising hydrograph.” Water Resour. Res., 3(3), 753–771.
Yalin, M. S. (1977). Mechanics of sediment transport, 2nd Ed., Pergamon, Oxford, U.K.
Yoon, Y. N., and Wenzel, H. G., Jr. (1971). “Mechanics of sheet flow under simulated rainfall.” J. Hydr. Div., 97, 1367–1386.
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© 2009 ASCE.
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Received: Jun 25, 2007
Accepted: Dec 27, 2008
Published online: Feb 6, 2009
Published in print: Jun 2009
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