TECHNICAL NOTES
Jul 1, 2000

Chebyshev Solution as Aid in Computing GVF by Standard Step Method

Publication: Journal of Irrigation and Drainage Engineering
Volume 126, Issue 4

Abstract

The standard step method is commonly used to compute free surface profiles in gradually varied flow (GVF) through open channels. In this study, generalized numerical solutions in the Chebyshev form are presented for the standard step method to compute the free surface profiles in GVF without using look-up tables, interpolation procedures, or simplified assumptions concerning the cross-section geometry. The solutions are obtained using the flow resistance equations of Manning, Chezy, and Colebrook-White. The necessary parameters of some particular cases, namely rectangular, triangular, trapezoidal, circular, and exponential channels, are furnished. The use of the Chebyshev approximation has the advantage of requiring less iteration than the Newton-Raphson approximation.

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References

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ASCE Task Force on Friction Factors in Open Channels. (1963). “Friction factor in open channels.”J. Hydr. Div., ASCE, 89(2), 97–143.
2.
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Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 126Issue 4July 2000
Pages: 271 - 274

History

Received: May 27, 1999
Published online: Jul 1, 2000
Published in print: Jul 2000

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Authors

Affiliations

Subhasish Dey
Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Tech., Kharagpur 721302, West Bengal, India. E-mail: [email protected]; currently, Visiting Prof., Institut für Wasserbau, Universität Stuttgart, Pfaffenwaldring 61, D-70550 Stuttgart, Germany.

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