DISCUSSIONS AND CLOSURES
Jan 1, 1995
Three-Dimensional Flow Structure at Open-Channel Diversions
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References
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Bathurst, J. C., Thorne, C. R., and Hey, R. D.(1977). “Direct measurements of secondary currents in river bends.”Nature, 269, 504–506.
2.
Bradshaw, P.(1987). “Turbulent secondary flows.”Ann. Rev. Fluid Mech., 19, 53–74.
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Naot, D.(1984). “Response of channel flow to roughness heterogeneity.”J. Hydr. Engrg., ASCE, 110, 1568–1587.
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Rouvé, G., and Indlekofer, H.(1973). “The influence of secondary motion on the sediment distribution in channel branches of mild slope flows.”Proc. 15th IAHR Congress, International Association for Hydraulic Research, 1(3), 517–527.
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Sarma, K. V. N., Lakshminarayana, P., and Rao, N. S. L.(1983). “Velocity distribution in smooth rectangular open channels.”J. Hydr. Engrg., ASCE, 109, 270–289.
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Copyright © 1995 American Society of Civil Engineers.
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Published online: Jan 1, 1995
Published in print: Jan 1995
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Authors
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Stuart J. McLelland
Grad. Student, School of Geography and Dept. of Earth Sci., Univ. of Leeds, Leeds, West Yorkshire, LS2 9JT, U.K.
Philip J. Ashworth
Lect., School of Geography, Univ. of Leeds, Leeds, West Yorkshire, U.K.
James L. Best
Lect., Dept. of Earth Sci., Univ. of Leeds, West Yorkshire, U.K.
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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.
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