DISCUSSIONS AND CLOSURES
Dec 1, 1998
Discussions and Closure: Relation between Mean and Maximum Velocities in a Natural River
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VIEW THE ORIGINAL ARTICLEAuthors: H. O. Anwar, Mohammad A. Gill, and Renjie XiaAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 124, Issue 12
0733-9429(1998)124:12(1269)/asset/e05e4a39-5049-411e-9c81-b986b3b7e8d6/assets/(asce)0733-9429(1998)124:12(1269).fp.png)
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References
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Anwar, H. O. (1986). “Low Reynolds number turbulent flow in laboratory flume.” J. Engrg. Mech., ASCE, 112(1), 55–69.
2.
Anwar, H. O. (1997). “Discussion of ‘Sediment-laden flow in open channels from two-phase flow viewpoint,’ by Zhixian Cao, Liangyan Wei, and Jianheng Xie.” J. Hydr. Engrg., ASCE, 123(6), 577–578.
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Grass, A. J. (1971). “Structural features of turbulent flow over smooth and rough boundaries.” J. Fluid Mech., Cambridge, U.K., 50(2), 233–255.
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Ikeda, S., and Asaeda, T. (1983). “Sediment suspension with rippled bed.” J. Hydr. Engrg., ASCE, 109(3), 409–423.
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Lyn, D. A. (1992). “Turbulence characteristics of sediment-laden flows in open channels.” J. Hydr. Engrg., ASCE, 118(7), 971–987.
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Yalin, M. S. (1992). River mechanics. Pergamon, Tarrytown, N.Y.
Information & Authors
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Published In
Journal of Hydraulic Engineering
Volume 124 • Issue 12 • December 1998
Pages: 1269 - 1270
Copyright
Copyright © 1998 American Society of Civil Engineers.
History
Published online: Dec 1, 1998
Published in print: Dec 1998
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Authors
Affiliations
H. O. Anwar
Hydr. Consultant, 3 Curtyn Close, Abingdon, Oxfordshire, OX14 1SE U.K.
Mohammad A. Gill
Asst. General Superindendent of Engrg., Detroit Water and Sewerage Dept., 735 Randolph, Detroit, MI 48226.
Renjie Xia
Profl. Sci., Ofc. of Hydr. and River Mech., Illinois State Water Survey, 2204 Griffith Dr., Champaign, IL 61820-7495.
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