TECHNICAL PAPERS
Aug 1, 1986

Turbulent Structure in a River Bend

Publication: Journal of Hydraulic Engineering
Volume 112, Issue 8

Abstract

A field experiment was carried out in a river bend and velocity components were measured in the longitudinal, lateral and vertical directions at various cross sections within the bend; the bed topography was determined. Isovels, equal contours of the lateral mean velocity, of the Reynolds shear stress and normal stresses were obtained. No meandering of these parameters occurred within the bend and mean velocity profiles were not logarithmic.

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References

1.
Anwar, H. O., and Atkins, R., “Turbulence Measurements in a Simulated Tidal Flow,” Journal of the Hydraulics Division, ASCE, Vol. 106, No. HY8, 1980, pp. 1273–1288.
2.
Anwar, H. O., “Turbulence Measurements in Stratified and Well‐Mixed Estuarine Flows,” Estuarine, Coastal and Shelf Science, Vol. 17, 1983, pp. 243–260.
3.
Anwar, H. O., “Low‐Reynolds Number Turbulent Flow in a Laboratory Flume,” Journal of Engineering Mechanics, ASCE, Vol. 112, No. 1, 1986, pp. 55–69.
4.
Bathurst, J. C., Thorne, C. R., and Hey, R. D., “Secondary Flow and Shear Stress at River Bends,” Journal of the Hydraulics Division, ASCE, Vol. 105, No. HY10, Oct., 1979, pp. 1277–1295.
5.
Bradshaw, P., “Effects of Streamline Curvature on Turbulent Flow,” Agardograph, No. 169, Aug. 19, 1973, pp. 1–80.
6.
De Vriend, H. J., and Geldof, H. J., “Main Flow Velocity in Short River Bends,” Journal of Hydraulic Engineering, ASCE, Vol. 109, No. 7, 1983, pp. 991–1011.
7.
Dietrich, W. E., and Dungan Smith, J., “Influence of the Point Bar on Flow Through Curved Channels,” Water Resources Research, Vol. 19, No. 5, Oct., 1983, pp. 1173–1192.
8.
Engelund, F., “Flow and Bed Topography in Channel Bends,” Journal of the Hydraulics Division, ASCE, Vol. 100, No. HY11, Nov., 1974, pp. 1631–1648.
9.
Engelund, F., “Flow in Curved Alluvial Channels,” Euromech, Vol. 48, Copenhagen, Denmark, 1974.
10.
Falcon, M., and Kennedy, J. F., “A New Approach to Analysis of Flow in River Bends,” Boletin No. 5, Institute de Mécanica de Fluids, Universidad Central de Venezuela Facultad de Ing., 1981.
11.
Francis, J. R. D., and Asfari, A. F., “Visualisation of Spiral Motion in Curved Open Channels of Large Width,” Nature, Vol. 225, Feb. 21, 1970, pp. 725–728.
12.
Furness, G. K., “Flow in a Bend in a Rotating Open Channel,” Journal of Hydraulic Research, Vol. 17, No. 1, 1977, pp. 15–22.
13.
Gessner, F. B., and Jones, J. B., “On Some Aspects of Fully‐Developed Turbulent Flow in Rectangular Channels,” Journal of Fluid Mechanics, Vol. 23, No. 4, 1965, pp. 689–713.
14.
Gibson, M. M., “An Algebraic Stress and Heat‐Flux Model for Turbulent Shear Flow with Streamline Curvature,” International Journal of Heat Mass Transfer, Vol. 21, 1978, pp. 1607–1617.
15.
Humphrey, J. A., Whitelaw, D. H., and Yee, G., “Turbulent Flow in a Square Duct with Strong Curvature,” Journal of Fluid Mechanics, Vol. 103, 1981, pp.443–463.
16.
Hunt, J. A., and Joubert, P. N., “Effect of Small Streamline Curvature on Turbulent Duct Flow,” Journal of Fluid Mechanics, Vol. 91, No. 4, 1979, pp. 633–659.
17.
Kalkwijk, J. P. T. H., and De Vriend, H. J., “Computation of the Flow in Shallow River Bends,” Journal of Hydraulic Research, Vol. 18, No. 4, 1980, pp. 327–342.
18.
Kitanidis, P. K., and Kennedy, J. F., “Secondary Current and River‐Meander Formation,” Journal of Fluid Mechanics, Vol. 144, 1984, pp. 217–229.
19.
Nikuradse, J., “Turbulente Stromung in nicht kreisformigen Rohren,” Ingenieur‐Archiv, Vol. 1, 1930, p. 306.
20.
Nouh, M. A., and Townsend, R. D., “Shear‐Stress Distribution in Stable Channel Bends,” Journal of the Hydraulic Division, ASCE, Vol. 105, No. HY10, Oct., 1979, pp. 1233–1245.
21.
Ramaprian, B. R., and Shivaprasad, B. G., “The Instantaneous Structure of Mildly Curved Turbulent Boundary Layers,” Journal of Fluid Mechanics, Vol. 115, 1982, pp. 39–58.
22.
Wattendorf, F. L., “A Study of the Effect of Curvature on Fully Developed Turbulent Flow,” Proceedings of the Royal Society, Series A, Vol. 198, 1934, pp. 598–656.
23.
Zimmermann, C., and Naudascher, E., “Sohlausbilding und Sedimentbewegung in Krëmmungen alluvialer Gerinne,” Wasserwirtschaft, Vol. 69, No. 4, 1979, pp. 110–117.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 112Issue 8August 1986
Pages: 657 - 669

History

Published online: Aug 1, 1986
Published in print: Aug 1986

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Habib O. Anwar, M. ASCE
Princ. Scientific Officer, Dept. of Environment, Hydraulics Research, Wallingford, Oxfordshire, United Kingdom

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