TECHNICAL NOTES
Mar 1, 1998

Secondary Currents around Braid Bar in Brahmaputra River, Bangladesh

Publication: Journal of Hydraulic Engineering
Volume 124, Issue 3

Abstract

The pattern of primary isovels, pathways of sediment transport (both bed load and suspended load), and the evolution of channel planform are all strongly affected by secondary currents. The way in which secondary currents affect channel morphology in single-thread meandering rivers is now well understood; however, to date there has been no field-based study of secondary currents in a large, sand-bedded braided river. The River Survey Project of FAP-24, Bangladesh, offered the opportunity to rectify this gap in knowledge through a joint study between the University of Nottingham, Delft Hydraulics, and the Danish Hydraulics Institute. A comprehensive set of field data, including measurements of primary and secondary velocities and channel bed topography, were taken around a braid bar in the Brahmaputra River near Bahadurabad, Bangladesh. An acoustic doppler current profiler was used to measure three-dimensional velocity profiles. The results presented here were taken from two cross sections: at the flow bifurcation upstream of the study bar and at the bend apex of the left anabranch around the study bar. The results demonstrate the presence of large-scale secondary current cells at the flow bifurcation and bend apex.

Get full access to this article

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

References

1.
Ashworth, P. J., Ferguson, R. I., and Powell, D. M. (1992). “Bedload transport and sorting in braided channels”Dynamics of gravel-bed rivers, P. Billi, R. D. Hey, C. R. Thorne, and P. Tacconi, eds., John Wiley & Sons, Ltd., Chichester, U.K., 497–513.
2.
Bathurst, J. C., Thorne, C. R., and Hey, R. D.(1977). “Direct measurements of secondary currents in river bends.”Nature, 269, 504–506.
3.
Bathurst, J. C., Thorne, C. R., and Hey, R. D.(1979). “Secondary flow and shear stress at river bends.”J. Hydr. Div., ASCE, 105(10), 1277–1295.
4.
Bathurst, J. C., Thorne, C. R., and Hey, R. D.(1981). “Closure to `Secondary flow and shear stress at river bends.”' J. Hydr. Div., ASCE, 107(5), 644–647.
5.
Bridge, J. S., and Jarvis, J.(1976). “Flow and sedimentary processes in the meandering River South Esk, Glen Clova, Scotland.”Earth Surface Processes, 1, 303–336.
6.
Bridge, J. S. (1993). “The interaction between channel geometry, water flow, sediment transport, erosion and deposition in braided rivers.”Braided rivers, Best and Bristow, eds., Geological Society (Special Publication 75), 13–72.
7.
DeVriend, H. J., and Geldof, H. J.(1983). “Main flow velocity in short river bends.”J. Hydr. Div., ASCE, 109(7), 991–1011.
8.
Dietrich, W. E., Smith, J. D., and Dunne, T.(1979). “Flow and sediment transport in a sand-bedded meander.”J. Geology, 87, 305–315.
9.
Dietrich, W. E., and Smith, J. D.(1983). “Influence of the point bar on flow through curved channels.”Water Resour. Res., 19(5), 1173–1192.
10.
Fox, J. A., and Ball, D. J.(1968). “The analysis of secondary flow in bends in open channels.”Proc., Inst. Civ. Engrs., 39, 467–475.
11.
Götz, W.(1980). “Discussion of `Secondary flow and shear stress atj river bends,' by Bathurst et al.”J. Hydr. Div., ASCE, 106(10), 1710–1713.
12.
Hawthorne, W. R. (1951). “Secondary circulation in fluid flow.”Proc., Royal Soc., London, U. K., 374–387.
13.
Markham, A. J., and Thorne, C. R. (1992). “Geomorphology of gravel bed river bends.”Dynamics of gravel bed rivers, P. Billi, R. D. Hey, C. R. Thorne, and P. Tacconi, eds., John Wiley & Sons, Ltd., Chichester, U.K.
14.
Odgaard, A. J., and Berg, M. A.(1988). “Flow processes in a curved alluvial channel.”Water Resour. Res., 24(1), 45–56.
15.
Prandtl, L. (1952). Essentials of fluid dynamics. Blackie, London, U.K.
16.
Quick, M. D.(1974). “Mechanism for streamflow meandering.”J. Hydr. Div., ASCE, 100(6), 741–753.
17.
Richardson, W. R., Thorne, C. R., and Mahmood, S. (1996). “Secondary currents and channel changes around a bar in the Brahmaputra River, Bangladesh.”Coherent flow structures in open channels, P. Ashworth, J. Best, S. Bennett, and S. McLelland, eds. John Wiley & Sons, Ltd., Chichester, U. K.
18.
Smith, J. D., and & McLean, S. R.(1984). “A model for flow in meandering streams.”Water Resour. Res., 20(9), 1301–1315.
19.
Thorne, C. R., Zevenbergen, L. W., Pitlick, J. C., Rais, S., Bradley, J. B., and Julien, P. Y.(1985). “Direct measurements of secondary currents in a meandering sand-bed river.”Nature, 316, 746–747.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 124Issue 3March 1998
Pages: 325 - 328

History

Published online: Mar 1, 1998
Published in print: Mar 1998

Permissions

Request permissions for this article.

Authors

Affiliations

W. Roy Richardson
Res. Asst., Dept. of Geography, King's College London, Univ. of London, Strand, London, WC2R 2LS, England.
Colin R. Thorne
Prof., Dept. of Geography, Univ. of Nottingham, University Park, Nottingham, NG7 2RD, England.

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