TECHNICAL PAPERS
Dec 1, 1996

Effects of Bed Discordance on Flow Dynamics at Open Channel Confluences

Publication: Journal of Hydraulic Engineering
Volume 122, Issue 12

Abstract

Although a discordance in bed elevation between mainstream and tributary channels is a common feature of most river confluences, this height differential is largely ignored in many models of junction flow dynamics. Here we present new laboratory flume data that demonstrate the significant influence of bed discordance on flow at an acute angled confluence. A difference in bed height between mainstream and tributary channels is shown to obliterate flow deflection at the bed and create a distortion of the mixing layer between the flows, resulting in fluid upwelling at the downstream junction corner. This upwelling is responsible for the absence of a flow separation zone near the bed at the downstream junction corner and the lack of a zone of marked flow acceleration in the postconfluence channel. These experiments reveal complex flow fields generated by bed discordance and suggest the need for major revisions to current models of river channel confluence flow dynamics and their application to sediment routing at these sites.

Get full access to this article

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

References

1.
Ashmore, P. E., Ferguson, R. I., Prestegaard, K. L., Ashworth, P. J., and Paola, C.(1992). “Secondary flow in coarse-grained braided river confluences.”Earth Surface Processes and Landforms, 17, 299–311.
2.
Ashmore, P. E., and Parker, G.(1983). “Confluence scour in coarse braided streams.”Water Resour. Res., 19, 392–402.
3.
Best, J. L. (1987). “Flow dynamics at river channel confluences: Implications for sediment transport and bed morphology.”Recent Devel. in Fluvial Sedimentology, SEPM Spec. Publ. 39, F. G. Etheridge, R. M. Flores, and M. D. Harvey, eds., 27–35.
4.
Best, J. L.(1988). “Sediment transport and bed morphology at river channel confluences.”Sedimentology, 35, 481–498.
5.
Best, J. L., and Reid, I.(1984). “Separation zone at open channel junctions.”J. Hydr. Engrg., ASCE, 110, 1588–1594.
6.
Best, J. L., and Roy, A. G.(1991). “Mixing-layer distortion at the confluence of channels of different depth.”Nature, 350, 411–413.
7.
Biron, P. (1995). “Effets de la discordance des lits des tributaires sur la structure turbulente des écoulements aux confluents de cours d'eau: approache expérimentale,” PhD thesis, Université de Montréal, Québec (in French).
8.
Biron, P., De Serres, B., Roy, A. G., and Best, J. L. (1993a). “Shear layer turbulence at an unequal depth channel confluence.”Turbulence: Perspectives on Flow and Sediment Transport, N. J. Clifford, J. R. French, and J. Hardisty, eds., John Wiley and Sons, Chichester, England, 197–213.
9.
Biron, P., Roy, A. G., Best, J. L., and Boyer, C. J.(1993b). “Bed morphology and sedimentology at the confluence of unequal depth channels.”Geomorphology, 8, 115–129.
10.
Biron, P., Roy, A. G., and Best, J. L.(1995). “A scheme for resampling, filtering and subsampling unevenly spaced laser Doppler anemometer data.”Mathematical Geology, 27(6), 731–748.
11.
Bristow, C. S., Best, J. L., and Roy, A. G. (1993). “Morphology and facies models of channel confluences.”Spec. Publ., Int. Assoc. of Sedimentologists, 17, Blackwell Scientific Publications, Oxford, England, 91–100.
12.
Chu, V. H., and Babarutsi, S. (1988). “Confinement and bed-friction effects in shallow turbulent mixing layers.”J. Hydr. Engrg., 114, 1257–1274.
13.
Ferguson, R. I. (1993). “Understanding braiding processes in gravel-bed rivers: Progress and unsolved problems.”Braided Rivers, Geological Soc. Spec. Publ. No. 75, J. L. Best and C. S. Bristow, eds., London, England, 73–87.
14.
Fujita, I., and Komura, S. (1988a). “Visualization of the flow at a confluence.”Proc., Third Int. Symp. on Refined Flow Modelling and Turbulence Measurements, Int. Assoc. for Hydr. Res., 611–618.
15.
Fujita, I., and Komura, S. (1988b). “Analysis of streamlines at a confluence by the hodograph method.”Proc., Japan Soc. of Civ. Engrs., Tokyo, Japan, 399, 55–64 (in Japanese).
16.
Gaudet, J. M., and Roy, A. G.(1995). “Effect of bed morphology on flow mixing length at river confluences.”Nature, 373, 138–139.
17.
Kennedy, B. A.(1984). “On Playfair's law of accordant junctions.”Earth Surface Processes and Landforms, 9, 291–307.
18.
Leclair, S. (1995). “Variabilité de la morphologie et des structures sédimentaires du lit d'un confluent de cours d'eau en période d'étiage,” MSc thesis, Université de Montréal, Québec (in French).
19.
Modi, P. N., Ariel, P. D., and Dandekar, M. M.(1981). “Conformal mapping for channel junction flow.”J. Hydr. Engrg., ASCE, 107(12), 1713–1733.
20.
Mosley, M. P.(1976). “An experimental study of channel confluences.”J. Geol., 84, 535–562.
21.
Neary, V. S., and Odgaard, A. J.(1993). “Three-dimensional flow structure at open-channel diversions.”J. Hydr. Engrg., ASCE, 119(11), 1223–1230.
22.
Ramamurthy, A. S., and Satish, M. G.(1988). “Division of flow in short open channel branches.”J. Hydr. Engrg., ASCE, 114(4), 428–438.
23.
Ramamurthy, A. S., Carballada, L. B., and Minh Tran, D.(1988). “Combining open channel flow at right angled junctions.”J. Hydr. Engrg., ASCE, 114(12), 1449–1460.
24.
Rhoads, B. L., and Kenworthy, S. T.(1995). “Flow structure at an asymmetrical stream confluence.”Geomorphology, 11, 273–293.
25.
Roy, A. G., and Roy, R.(1988). “Changes in channel size at river confluences with coarse bed material.”Earth Surface Processes and Landforms, 13, 77–84.
26.
Roy, A. G., Roy, R., and Bergeron, N.(1988). “Hydraulic geometry and changes in flow velocity at a river confluence with coarse bed material.”Earth Surface Processes and Landforms, 13, 583–598.
27.
Roy, A. B., Courchesne, F., Giguère, N., Gaudet, J., and Chaumont, D. (1993). “Dynamics of the confluence between the Batiscan and Saint-Lawrence rivers.”Joint CSCE-ASCE Nat. Conf. on Envir. Engrg., R. N. Yong, J. Hadjinicolaou, and A. M. O. Mohamed, eds., Geotech. Ctr., McGill Univ., Montréal, Canada, 637–645.
28.
Skinner, M. M., Dorratcague, D., Ruff, J. F., and Simons, D. B. (1974). “The use of colour infrared aerial photography for describing the Mississippi river. Phase II (Highwater Survey).”Rep. CER73-74, Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, Colo.
29.
Sternberg, H. O. (1975). “The Amazon River of Brazil.” 74, Steiner, Weisbaden, Germany.
30.
Weerakoon, S. B. (1990). “Flow structure and bed topography in river confluences,” PhD thesis, University of Tokyo, Japan.
31.
Winant, C. D., and Browand, F. K.(1974). “Vortex pairing: The mechanism of turbulent mixing layer growth at moderate Reynolds number.”J., Fluid Mech., 63, 237–255.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 122Issue 12December 1996
Pages: 676 - 682

History

Published online: Dec 1, 1996
Published in print: Dec 1996

Permissions

Request permissions for this article.

Authors

Affiliations

Pascale Biron
Res. Assoc., Dépt. de Géographie, Univ. de Montréal, CP 6128, succ. Centre-Ville, Montréal, Québec, H3C 3J7, Canada.
James L. Best
Lect. in Sedimentology, Dept. of Earth Sci., Univ. of Leeds, Leeds LS2 9JT, UK.
André G. Roy
Prof., Dépt. de Géographie, Univ. de Montréal, CP 6128, succ. Centre-Ville, Montréal, Québec, H3C 3J7, Canada.

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