TECHNICAL PAPERS
Oct 1, 2006

Variation of Flow Pattern with Sinuosity in Sine-Generated Meandering Streams

Publication: Journal of Hydraulic Engineering
Volume 132, Issue 10

Abstract

The effect of channel sinuosity on flow pattern in meandering streams is investigated. The centerlines of the idealized meandering streams under consideration follow sine-generated curves, and the banks are rigid; the flow is turbulent and subcritical. This study focuses on the vertically averaged flow over a flat (horizontal at any cross section) bed formed by a granular material. The “flat bed” is viewed as the initial surface of a moveable bed at the beginning of an experiment (at time t=0 ). A series of laboratory flow measurements involving the systematic variation of the deflection angle θ0 from 30 to 110° , is used. It is found that every different sinuosity (every different θ0 ) has its own convective flow pattern, i.e., its own distribution in plan of (the L2 long) convergence–divergence zones of flow. As θ0 increases, a gradual change in flow pattern is observed. Two expressions defining the observed θ0 variation of the convective flow pattern are introduced. It is shown, with the aid of the sediment transport continuity equation, that the geometry of the developed bed at the end of an experiment is strongly related to the convective behavior of the vertically averaged (initial) flow over the flat bed at t=0 . In particular, information on the θ0 variation of the convective pattern of the initial flow can be used to estimate the location of erosion–deposition zones and the location(s) of the most intense erosion–deposition corresponding to any θ0 .

Get full access to this article

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

Acknowledgment

This research was supported by the Natural Sciences and Engineering Research Council of Canada (NSERC) through a Discovery Grant provided to the first writerNRC.

References

Blanckaert, K., and Graf, W. H. (2001). “Mean flow and turbulence in open-channel bend.” J. Hydraul. Eng., 127(10), 835–847.
Chang, H. H. (1988). Fluvial processes in river engineering, Wiley, New York.
da Silva, A. M. F. (1995). “Turbulent flow in sine-generated meandering channels.” Ph.D. thesis, Queen's Univ., Kingston, Canada.
da Silva, A. M. F. (1999). “Friction factor of meandering flows.” J. Hydraul. Eng., 125(7), 779–783.
da Silva, A. M. F., Yalin, M. S., El-Tahawy, T., and Tape, W. D. (2001). “Patterns of flow in meandering channels of varying sinuosity.” Proc., 29th IAHR Congress, Theme D, Vol. II, Beijing, 251–257.
Hasegawa, K. (1983). “Hydraulic research on planimetric forms, bed topographies and flow in alluvial rivers.” Ph.D. thesis, Hokkaido Univ., Sapporo, Japan (in Japanese).
Hooke, R. L. (1974). “Distribution of sediment transport and shear stress in a meander bend.” Rep. No. 30, Uppsala Univ., Naturgeografiska Inst., Uppsala, Sweden.
Jackson, R. J. (1975). “Velocity-bed-form-texture patterns of meander bends in the lower Wabash River of Illinois and Indiana.” Geol. Soc. Am. Bull., 86, 1511–1522
Julien, P. Y. (2002). River mechanics, Cambridge University Press, Cambridge, U.K.
Kalkwijk, J. P. Th., and De Vriend, H. J. (1980). “Computation of the flow in shallow river bends.” J. Hydraul. Res., 18(4), 327–342.
Kamphuis, J. W. (1974). “Determination of sand roughness for fixed beds.” J. Hydraul. Res., 12(2), 193–203.
Khalil, M. B. (1972). “On preserving the sand patterns in river models.” J. Hydraul. Res., 10(3), 291–303.
Kondratiev, N., Popov, I., and Snishchenko, B. (1982). Foundations of hydromorphological theory of fluvial processes, Gidrometeoizdat, Leningrad, Russia (in Russian).
Langbein, W. B., and Leopold, L. B. (1966). “River meanders—Theory of minimum variance.” U.S. Geol. Surv. Prof. Pap., 422-H, 1–15.
Leopold, L. B., and Langbein, W. B. (1966). “River meanders.” Sci. Am., 214(6), 60–70.
Makaveyvev, N. I. (1975). River bed and erosion in its basin, Press of the Academy of Sciences of the USSR, Moscow.
Matthes, G. H. (1941). “Basic aspects of stream meanders.” Trans., Am. Geophys. Union, Part III, 632–636.
Nelson, J. M., and Smith, J. D. (1989a). “Evolution and stability of erodible channel beds.” River meandering, S. Ikeda, and G. Parker, eds., Water Resour. Monograph, Vol. 12, American Geophysical Union, Washington, D.C., 321–378.
Nelson, J. M., and Smith, J. D. (1989b). “Flow in meandering channels with natural topography.” River meandering, S. Ikeda and G. Parker, eds., Water Resour. Monograph, Vol. 12, American Geophysical Union, Washington, D.C., 69–102.
Odgaard, A. J. (1984). “Bank erosion contribution to stream sediment load.” Rep. No. 280, Iowa Institute of Hydraul. Res., Iowa City, Iowa.
Rozovskii, I. L. (1961). Flow of water in bends of open channels, Academy of Sciences of the Ukrainian SSR, Kiev, 1957 (in Russian); Israel Program for Scientific Translations, PST Cat. No. 363, Jerusalem, Israel.
Shimizu, Y. (1991). A study on prediction of flows and bed deformation in alluvial streams, Civil Engineering Research Institute, Hokkaido Development Bureau, Sapporo, Japan (in Japanese).
Smith, J. D., and McLean, S. R. (1984). “A model for flow in meandering streams.” Water Resour. Res., 20(9), 1301–1315.
Struiksma, N. (1985). “Prediction of 2D bed topography in rivers.” J. Hydraul. Eng., 111(8), 1169–1182.
Struiksma, N., and Crosato, A. (1989). “Analysis of a 2D bed topography model for rivers.” River meandering, S. Ikeda and G. Parker, eds., Water Resources Monograph, Vol. 12, American Geophysical Union, Washington, D.C., 153–180.
Tape, W. (2001). “Experimental investigation of flow patterns in meandering channels of moderate sinuosity.” MASc thesis, Univ. of Windsor, Windsor, Canada.
Termini, D. (1996). “Evolution of a meandering channel with an initial flat bed. Theoretical and experimental study of the channel bed and the initial kinematic characteristics of flow.” Ph.D. thesis, Univ. of Palermo, Palermo, Italy (in Italian).
Termini, D. (2004). “Flow in meandering bends.” Proc., 2nd Int. Conf. on Fluvial Hydraulics, River Flow 2004, Balkema, Rotterdam, The Netherlands, 109–117.
Whiting, P. J., and Dietrich, W. E. (1993a). “Experimental studies of bed topography and flow patterns in large-amplitude meanders. I: Observations.” Water Resour. Res., 29(11), 3605–3614.
Whiting, P. J., and Dietrich, W. E. (1993b). “Experimental studies of bed topography and flow patterns in large-amplitude meanders. II: Mechanisms.” Water Resour. Res., 29(11), 3615–3622.
Yalin, M. S. (1972). Mechanics of sediment transport, Pergamon, Oxford, U.K.
Yalin, M. S. (1992). River mechanics, Pergamon, Oxford, U.K.
Yalin, M. S., da Silva, A. M. F. (2001). Fluvial processes, IAHR Monograph, IAHR, Delft, The Netherlands.
Yen, C. (1970). “Bed topography effect on flow in a meander.” J. Hydraul. Div., Am. Soc. Civ. Eng., 96(HY1), 57–73.
Yen, C., and Ho, S. (1990). “Bed evolution in channel bends.” J. Hydraul. Eng., 116(4), 544–562.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 132Issue 10October 2006
Pages: 1003 - 1014

History

Received: May 27, 2003
Accepted: Aug 24, 2005
Published online: Oct 1, 2006
Published in print: Oct 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Ana Maria Ferreira da Silva, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Queen's Univ., Kingston ON, Canada K7L 3N6 (corresponding author). E-mail: [email protected]
Tarek El-Tahawy
Ph.D. Candidate, Dept. of Civil Engineering, Queen's Univ., Kingston ON, Canada K7L 3N6.
William D. Tape
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor ON, Canada N9B 3P4.

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