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
1.
ASCE Task Force on Friction Factors in Open Channels. (1963). “Friction factor in open channels.”J. Hydr. Div., ASCE, 89(2), 97–143.
2.
Conte, S. D., and de Boor, C. (1987). Elementary numerical analysis: An algorithmic approach. McGraw-Hill, New York.
3.
Dey, S. (1998a). “End depth in circular channels.”J. Hydr. Engrg., ASCE, 124(8), 856–863.
4.
Dey, S. (1998b). “Free overfall in rough rectangular channels: A computational approach.” Proc., Inst. Civ. Engrs., Water, Maritime and Energy, London, 130(Mar.), 51–54.
5.
Dey, S. (1998c). “Generalized geometric elements of artificial channels: A note.”ISH J. Hydr. Engrg., Indian Society for Hydraulics, Pune, India, 4(1), 1–4.
6.
French, R. H. (1985). Open channel hydraulics. McGraw-Hill, New York.
7.
Henderson, F. M. (1966). Open channel flow. McMillan, New York.
8.
Jain, A. K. (1976). “Accurate explicit equation for friction factor.”J. Hydr. Div., ASCE, 102(5), 674–677.
9.
Paine, J. N. (1992). “Open channel flow algorithm in Newton-Raphson form.”J. Irrig. and Drain. Engrg., ASCE, 118(2), 306–319.
10.
Rhodes, D. G. (1995). “Newton-Raphson solution for gradually varied flow.”J. Hydr. Res., 33(2), 213–218.
11.
Rhodes, D. G. (1998). “Gradually varied flow solutions in Newton-Raphson form.”J. Irrig. and Drain. Engrg., ASCE, 124(4), 233–235.
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Received: May 27, 1999
Published online: Jul 1, 2000
Published in print: Jul 2000
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