TECHNICAL NOTES
Jun 1, 2008

Equivalent Roughness of Gravel-Bed Rivers

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 6

Abstract

The relation between the equivalent roughness and different grain size percentiles of the sediment in gravel-bed rivers was determined under the hypothesis that the vertical distribution of the flow velocity follows a logarithmic law. A set of 954 data points was selected from rivers with gravel size sediment or larger, with a nonsinuous alignment and free of vegetation or obstacles. According to the results, the ks roughness is equivalent to approximately 2.4D90 , 2.8D84 , and 6.1D50 . No correlation was detected between the sediment sorting and the sediment mobility index on one hand and, on the other, the coefficient of proportionality of each grain size percentile.

Get full access to this article

View all available purchase options and get full access to this article.

References

Ackers, P., and White, W. R. (1973). “Sediment transport: New approach and analysis.” J. Hydr. Div., 99(11), 2041–2060.
Aguirre-Pe, J., and Fuentes, R. (1990). “Resistance to flow in steep rough streams.” J. Hydraul. Eng., 116(11), 1374–1386.
Bathurst, J. C. (1982). “Theoretical aspects of flow resistance.” Gravel-bed rivers, R. D. Hey, J. C. Bathurst, and C. R. Thorne, eds., Wiley, Chichester, U.K., 82–108.
Bathurst, J. C. (1985). “Flow resistance estimation in mountain rivers.” J. Hydraul. Eng., 111(4), 625–643.
Bray, D. I. (1979). “Estimating average velocity in gravel-bed rivers.” J. Hydr. Div., 105(9), 1103–1123.
Bray, D. I. (1982). “Flow resistance in gravel-bed rivers.” Gravel-bed rivers, R. D. Hey, J. C. Bathurst, and C. R. Thorne, eds., Wiley, Chichester, U.K., 109–137.
Charlton, F. G., Brown, P. M., and Benson, R. W. (1978). “The hydraulic geometry of some gravel rivers in Britain.” Hydraulics Research Station Rep. No. IT 180, Wallingford, U.K.
Colosimo, C., Copertino, V. A., and Veltri, M. (1988). “Friction factor evaluation in gravel-bed rivers.” J. Hydraul. Eng., 114(8), 861–876.
Griffiths, G. A. (1981). “Flow resistance in coarse gravel bed rivers.” J. Hydr. Div., 107(7), 899–918.
Hey, R. D. (1979). “Flow resistance in gravel-bed rivers.” J. Hydr. Div., 105(4), 365–379.
Hicks, D. M., and Mason, P. D. (1991). “Roughness characteristics of New Zealand rivers,” New Zealand Water Resources Survey, DSIR Marine and Freshwater, Wellington, N.Z.
Jarrett, R. D. (1984). “Hydraulic of high gradient streams.” J. Hydraul. Eng., 110(11), 1519–1539.
Judd, H. E., and Peterson, D. F. (1969). “Hydraulics of large bed elements channels.” Rep. No. PRWG 17-6, Utah Water Research Laboratory, Utah State Univ., Logan, Utah.
Lee, A. J., and Ferguson, R. I. (2002). “Velocity and flow resistance in step-pool streams.” Geomorphology, 46, 59–71.
Leopold, L. B., Wolman, M. G., and Miller, J. P. (1964). Fluvial processes in geomorphology, Dover, New York.
Limerinos, J. T. (1970). “Determination of the Manning coefficient from measured bed roughness in natural channels.” Water Supply Paper No.1898-B, U.S. Geological Survey, Washington D.C.
López, R. (2005). “Resistencia al flujo de rios de montaña: Desarrollo de ecuaciones de predicción.” Ph.D. thesis, Univ. of Lleida, Lleida, Spain, in Spanish.
Maresova, I., and Mares, K. (1989). “Flow resistance of channel bed of submountainous rivers.” Technical Papers of the Faculty of Civil Engineering, Series V, Vol. 9, Technical Univ. of Prague, Prague, Czechoslovakia, 269–305.
Millar, R. G. (1999). “Grain and form resistance in gravel-bed rivers.” J. Hydraul. Res., 37(3), 303–312.
Smart, G. M., Duncan, M. J., and Walsh, J. M. (2002). “Relatively rough flow resistance equations.” J. Hydraul. Eng., 128(6), 568–578.
Song, T., Chiew, Y. M., and Chin, C. O. (1998). “Effect of bed-load movement on flow friction factor.” J. Hydraul. Eng., 124(2), 165–175.
Whiting, P. J., and Dietrich, W. E. (1990). “Boundary shear stress and roughness over mobile alluvial beds.” J. Hydraul. Eng., 116(12), 1495–1511.
Wolman, M. G. (1955). “The natural channel of Brandywine Creek, Pennsylvania.” Geological Survey Professional Paper 271, U.S. Geological Survey, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 6June 2008
Pages: 847 - 851

History

Received: Jun 7, 2006
Accepted: Apr 12, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Raúl López
Associate Professor, Dept. of Agroforestry Engineering, Univ. of Lleida, Av. Alcalde Rovira Roure 191, E25198 Lleida, Spain (corresponding author). E-mail: [email protected]
Javier Barragán
Full Professor, Dept. of Agroforestry Engineering, Univ. of Lleida, Av. Alcalde Rovira Roure 191, E25198 Lleida, Spain.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share