TECHNICAL PAPERS
Jul 1, 1988

Rationalized Energy‐Loss Parameters for Channels

Publication: Journal of Hydraulic Engineering
Volume 114, Issue 7

Abstract

All hydraulic computations involving flow in open channels require an evaluation of energy‐loss parameters. A fundamental approach is to assess the different types of energy loss separately. Methods of doing this are described, including a new method using the concept of friction distance and dummy boundaries for computing flow through vegetation. Dummy boundaries are also useful where there is dead water or a large eddy, but care is needed in assessing form losses to account for the assumed flow pattern in the reduced cross section. The parameters used are reasonably easy to assess and are less variable with depth than Manning's n‐values. The method described is less subject to limitations due to lack of measurements in a given river. This is because each parameter is based on a physical feature that can be measured or estimated.

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References

1.
Barnes, H. H. (1967). Roughness characteristics of natural channels. U.S. Department of the Interior, Washington, D.C.
2.
Black, R.G., and Piggott, T.L. (1981). “Composite roughness in open channels of simple cross section.” Proc., Conf. on Hydraulics in Civil Engineering, Sydney, Australia, 116–121.
3.
Cottman, N. H. (1984). “Floods, flood level predictions and flood rating curves.” National Conference Publication No. 84/7, Conference on Hydraulics in Civil Engineering, Adelaide, Australia, Institution of Engineers, Canberra, Australia, 100–104.
4.
Kazemipour, A. K., and Apelt, C. J. (1979). “Shape effect on resistance to uniform flow in open channels.” J. Hydr. Res., The Netherlands, 17(2), 129–147.
5.
Kazemipour, A. K., and Apelt, C. J. (1981). “Shape effects on resistance to flow in smooth semi‐circular channels.” Civ. Engrg. Trans., Institution of Engineers, Canberra, Australia, CE 23(4), 246–252.
6.
Knight, A. C. E. (1984). “Roughness of partly‐lined, part‐full conduits,” Civ. Engrg. Trans., Institution of Engineers, Canberra. Australia, CE26(4), 333–335.
7.
Knight, A. C. E. (1985). Discussion of “Roughness of partly‐lined, part‐full conduits,” by A. C. E. Knight. Civ. Engrg. Trans., Institution of Engineers, Canberra, Australia, CE27(3), 328.
8.
Pillai, C. R. S. (1979). “Effective depth in channels having bed undulations.” J. Hydr. Div., ASCE, 105(HY1), 67–81.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 114Issue 7July 1988
Pages: 757 - 765

History

Published online: Jul 1, 1988
Published in print: Jul 1988

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Authors

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Arthur C. E. Knight
Civ. Engr., Hydro‐Electric Commission, Tasmania, 45 Malunna Road, Lindisfarne, Tasmania, Australia, 7015

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