TECHNICAL NOTES
Jul 1, 1997

Effect of Shape on Uniform Flow through Smooth Rectangular Open Channels

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Publication: Journal of Hydraulic Engineering
Volume 123, Issue 7

Abstract

Available experimental data on friction in smooth rectangular channels were analyzed by a researcher and arrived at the relationship 1/f= 2 log Rf− 0.8, where R= 4VR/v and f′=fs˙Ψp(P/R) for channels and f′=f for smooth pipes. Ψp(P/R) is a shape parameter. Values of P/R when b/y< 2 were indicated by an asterisk, and a relationship was obtained between P/R and Ψp(P/R). Two researchers analyzed the same data that were used by another researcher and concluded that two functions Ψ1(P/b) =P/b and Ψ2(b/y) are required to reflect the shape parameter. However, they combined and obtained ΨK12=f/f′. Ψ2(b/y) was calculated and plotted against b/y. They noted that ΨK≡ 1/Ψp, but maintained that there is no good relationship between Ψp and P/R. In the present study, it is shown that based on the curve, the equation connecting Ψp(P/R) and P/R could be obtained, which fits the curve within 1% error. A plot P/R versus Ψp(P/R) is given for ready use.

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References

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Ackers, P. (1958). “Resistance to fluids flowing in channels and pipes.”Hydr. Res. Paper No. 1, H.M.S.O., London, England.
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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 123Issue 7July 1997
Pages: 656 - 658

History

Published online: Jul 1, 1997
Published in print: Jul 1997

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Authors

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N. Narayana Pillai
Prin., Amrita Inst. of Technol. and Sci., Ettimadai, Coimbatore-641 105, Tamil Nadu, India.

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