TECHNICAL PAPERS
Jun 1, 1986

Flow in Curved Converging Channel

Publication: Journal of Hydraulic Engineering
Volume 112, Issue 6

Abstract

As part of a study program related to curved channel sediment excluders, an experimental and numerical investigation was carried out into flow in a curved converging channel. The finite difference computational model gave values that were in good agreement with experimental results. For the particular channel geometry, the calculated and observed values of mean longitudinal velocity approximated to a free vortex along the channel. The investigation demonstrated that for a curved converging channel it is possible to calculate the main parameters required for the design of a curved channel sediment excluder.

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References

1.
Ananyan, A. K., “Fluid Flow in Bends of Conduits,” Academy of Sciences of the Armenian SSR‐Water Power Institute, 1957, translated from Russian by the Israel Program for Scientific Translations, Jerusalem, Israel, 1965.
2.
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.
3.
Carlson, E. J., “Laboratory and Field Investigation of Sediment Control Structures at Diversion Dams,” 9th I.C.I.D. Congress, International Commission on Irrigation and Drainage, Q30, R27, Moscow, USSR, 1975.
4.
Damaskinidou‐Georgiadou, A., “Investigation of Flow in a Curved Converging Channel,” thesis, presented to the University of Southampton, at Southampton, England, in 1980, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5.
Desaulniers, G., and Frenette, M., “Contribution to the Study of Erosion and Deposition Mechanics in River Bends,” Sedimentation Symposium to honor H. A. Einstein, H. W. Shen, Ed., Berkeley, Calif., June 17–19, 1971.
6.
De Vriend, H. J., “A Mathematical Model of Steady Flow in Curved Open Shallow Channels,” Report No. 76‐1, Laboratory of Fluid Mechanics, Delft Univ. of Technology, Delft, The Netherlands, 1976.
7.
De Vriend, H. J., “A Mathematical Model of Steady Flow in Curved Shallow Channels,” Journal of Hydraulic Research, IAHR, Vol. 15, No. 1, 1977, pp. 37–54.
8.
De Vriend, H. J., “Velocity Redistribution in Curved Rectangular Channels,” Journal of Fluid Mechanics, Vol. 107, Delft, The Netherlands, 1981, pp. 423–439.
9.
De Vriend, H. J., and Geldof, H. J., “Main flow velocity in short river bends,” Journal of the Hydraulics Division, ASCE, Vol. 109, No. HY7, July, 1983, pp. 991–1011.
10.
Einstein, H. A., and Harder, J. A., “Velocity Distribution and the Boundary Layer at Channel Bends,” Transactions, American Geophysical Union, Vol. 33, No. 1, Feb., 1954.
11.
Engelund, F., “Flow and Bed Topography in Channel Bends,” Journal of the Hydraulics Division, ASCE, Vol. 100, No. HY11, Nov., 1974, pp. 1631–1648.
12.
Engelund, F., “Instability of Flow in a Curved Alluvial Channel,” Journal of Fluid Mechanics, Vol. 72, Part 1, 1975, pp. 145–160.
13.
Ferrese, R., and Pemberton, E. L., “Design Considerations to Control Diversion of Sediment at Intake Structures for Main Canals,” 9th I.C.I.D. Congress, International Commission on Irrigation and Drainage, Q30, R28, Moscow, USSR, 1975.
14.
Fox, J. A., and Ball, D. J., “The Analysis of Secondary Flow in Bends in Open Channels,” Proceedings, Institution of Civil Engineers, Vol. 39, Mar., 1968, pp. 467–475.
15.
Indlekofer, H., Robinson, S., and Rouve, G., “On the Transport of Bed Load into Channel Branches and the Regulation by Inducing Artificial Secondary Flow,” 9th ICID Congress, International Commission on Irrigation and Drainage, Q30, R2, Moscow, USSR, 1975.
16.
Inglis, C. C., “The Behavior and Control of Rivers and Canals,” Research Publication No. 13, Ch. G, Central Waterpower, Irrigation and Navigation Research Station, Government of India, Poona, Bombay, India, 1949.
17.
Ippen, A. T., and Drinker, P. A., “Boundary Shear Stresses in Curved Trapezoidal Channels,” Journal of the Hydraulics Division, ASCE, Vol. 88, No. HY5, Sept., 1962, pp. 143–179.
18.
Kikkawa, H., Ikeda, S., and Kitagawa, A., “Flow and Bed Topography in Open Curved Channels,” Journal of the Hydraulics Division, ASCE, Vol. 102, No. HY9, Sept., 1976, pp. 1327–1342.
19.
Launder, B. E., and Spalding, D. B., “The Numerical Calculation of Turbulent Flows,” Computer Methods in Applied Mechanics and Engineering, Vol. 3, 1974, pp. 269–289.
20.
Leliavsky, S., discussion of “Diversion from Alluvial Streams,” by C. P. Lindner, Transactions, ASCE, Vol. 118, 1953.
21.
Leschziner, M. A., and Rodi, W., “Calculation of Strongly Curved Open Channel Flow,” Journal of the Hydraulics Division, ASCE, Vol. 105, No. HY10, Oct., 1979, pp. 1297–1314.
22.
Mercer, A. G., “Diversion Structures,” River Mechanics, Vol. II, edited and published by H. W. Shen, Fort Collins, Colo., 1971.
23.
Mock, F. J., “Strömungsvorgänge und Energieverluste in Verzweigung von Rechteckgerinnen,” thesis, presented to Technische Universität Berlin, at Berlin, W. Germany, in 1960, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
24.
Mockmore, G. A., “Flow Around Bends in Stable Channels,” Transactions, ASCE, Vol. 109, 1944.
25.
Odgaard, A. J., “Flow and Bed Topography in Alluvial Channel Bend,” Journal of the Hydraulics Division, ASCE, Vol. 110, No. HY4, Apr., 1984, pp. 521–536.
26.
Rastogi, A. K., and Rodi, W., “Predictions of Heat and Mass Transfer in Open Channels,” Journal of the Hydraulics Division, ASCE, Vol. 104, No. HY3, Mar., 1978.
27.
Rozovskii, I. L., “Flow of Water in Bends of Open Channels,” Academy of Sciences of the Ukrainian SSR, Institute of Hydrology and Hydraulic Engineering, Kiev, 1957, translated from Russian by the Israel Program for Scientific Translations, Jerusalem, Israel, 1963.
28.
Schoklitsch, A., Hydraulic Structures, Vol. 2, translated by S. Shulits, American Society of Mechanical Engineers, New York, N.Y., 1937, pp. 722–751.
29.
Shukry, A., “Flow Around Bends in an Open Flume,” Transactions, ASCE, Vol. 115, 1950.
30.
Smith, K. V. H., “Wadi Dhamad Irrigation Project, Model Testing of Sediment Excluders at Diversion Weirs,” Southampton Univ., U.K., 1976.
31.
Thomson, J., “On the Origin and Winding of Rivers in Alluvial Plains,” Proceedings, Royal Society of London, Vol. 25, Mar., 1876.
32.
Vanoni, V. A., Ed., “Sedimentation Engineering,” ASCE, Manuals and Reports on Engineering Practice, No. 54, Chap. V, 1977.
33.
Varshney, D. V., and Garde, R. J., “Shear Distribution in Bends in Rectangular Channels,” Journal of the Hydraulics Division, ASCE, Vol. 101, No. HY8, Aug., 1975.
34.
Yen, B. C., “Spiral Motion of Developed Flow in Wide Curved Open Channels,” Sedimentation Symposium to honor H. A. Einstein, H. W. Shen, Ed., Berkeley, Calif., June 17–19, 1971.
35.
Zimmerman, C., and Kennedy, J. F., “Transverse Bed Slopes in Curved Alluvial Streams,” Journal of the Hydraulics Division, ASCE, Vol. 104, No. HY1, Jan., 1978, pp. 33–48.

Information & Authors

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 112Issue 6June 1986
Pages: 476 - 495

History

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

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Authors

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Anastasia Damaskinidou‐Georgiadou, A. M. ASCE
Hydr. Engr., Ministry of Physical Planning, Housing and Environment, Greece
Kenneth V. H. Smith, M. ASCE
Sr. Lect. in Hydr. Engrg., Univ. of Southampton, Southampton, U.K.

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