DISCUSSIONS AND CLOSURES
Jun 1, 1994

Closure to “Self‐Aerated Flows on Chutes and Spillways” by H. Chanson (February, 1993, Vol. 119, No. 2)

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Publication: Journal of Hydraulic Engineering
Volume 120, Issue 6
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References

1.
Buckley, A. B. (1923). “The influence of silt on the velocity of water flowing in open channels.” Minutes of the Proc. Instn Civ. Engrs., 1922–1923, London, England, Vol. 216(part II), 183–298.
2.
Chanson, H. (1994). “Drag reduction in open channel flow by aeration and suspended load.” J. Hydr. Res., 32(1).
3.
Chanson, H., and Qiao, G. L. (1994). “Drag reduction in hydraulics flows.” Proc., 1994 IEAust. Conf. on Hydr. in Civ. Engrg., Brisbane, Australia.
4.
Chen, C. L. (1993). “Unique laminar‐flow stability limit based on shallow‐water theory.” J. Hydr. Engrg., ASCE, 119(7), 816–829.
5.
Cornish, V. (1911). Waves of the sea and other water waves. T. Fisher Unwin, London, England.
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Keller, R. J., and Rastogi, A. K. (1975). “Prediction of flow development on spillways.” J. Hydr. Div., ASCE, 101(9), 1171–1184.
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Keller, R. J., and Rastogi, A. K. (1977). “Design chart for predicting critical point on spillways.” J. Hydr. Div., ASCE, 103(12), 1417–1429.
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Lacey. (1923). “The influence of silt on the velocity of water flowing in open channels—discussion.” Minutes of the Proc. Instn Civ. Engrs., 1922–1923, London, England, 216(part II), 212–298.
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McMath, R. E. (1883). “Silt movement by the Mississippi.” Van Nostrand's Engrg. Mag., 32–39.
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Rouse, H. (1965). “Critical analysis of open‐channel resistance.” J. Hydr. Div., ASCE, 91(4), 1–25.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 120Issue 6June 1994
Pages: 779 - 782

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Published online: Jun 1, 1994
Published in print: Jun 1994

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H. Chanson
Lect., Hydr. and Fluid Mech., Dept. of Civ. Engrg., Univ. of Queensland, Brisbane QLD 4072, Australia

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