TECHNICAL PAPERS
Nov 15, 2002

Efficient Algorithm for Gradually Varied Flows in Channel Networks

Publication: Journal of Irrigation and Drainage Engineering
Volume 128, Issue 6

Abstract

This paper presents an efficient solution technique for one-dimensional unsteady flow routing through a general channel network system—dendritic, looped, divergent, or any combination of such networks. The finite difference method is used to solve the de St. Venant equations in all the branches of the network simultaneously. The number of equations to be solved at a time during any iteration is reduced to only four times the number of branches of the network. This results in a significant reduction in storage requirements and solution time. Importantly, the algorithm does not require any special node numbering schemes and the nodes can be numbered independently for each branch. The algorithm is also suitable for programming on a parallel-processing computer.

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References

Akan, A. O., and Yen, B. C.(1981). “Diffusion wave flood routing in channel networks.” J. Hydraul. Eng., 107(6), 719–732.
Ball, J. E.(1985). “An algorithm for routing unsteady flows in urban drainage networks.” J. Hydraul. Res., 23(4), 327–341.
Chaudhry, M. H. (1993). Open channel flow, Prentice Hall, Englewood Cliffs, N.J.
Chaudhry, M. H., and Schulte, A.(1986). “Computation of steady-state, gradually varied flows in parallel channels.” Can. J. Civ. Eng., 13(1), 39–45.
Choi, G. W., and Molinas, A. (1990). “Watershed hydrograph simulation through dendritic channel networks.” Watershed planning and analysis in action, R. E. Riggins, E. B. Jones, R. Singh, and P. A. Rechard, eds., ASCE, New York, 302–312.
Choi, G. W., and Molinas, A.(1993). “Simultaneous solution algorithm for channel network modelling.” Water Resour. Res., 29(2), 321–328.
Chow, V. T. (1959). Open channel hydraulics, MacGraw–Hill, New York.
Cunge, J. A., Holly, F. M., Jr., and Verwey, A. (1980). Practical aspects of computational river hydraulics, Pitman, London.
Cunge, J. A., and Wegner, M.(1964). “Integration numerique des equations d’ecoulement de Barre de St. Venant par un schema implicite de differences fines.” Houille Blanche, 19(1), 33–39.
Fread, D. L.(1973). “Technique for implicit dynamic routing in rivers with tributaries.” Water Resour. Res., 9(4), 918–926.
Ji, Z.(1998). “General hydrodynamic model for sewer/channel network system.” J. Hydraul. Eng., 124(3), 307–315.
Joliffe, I. B.(1984). “Computation of dynamic waves in channel networks.” J. Hydraul. Eng., 110(10), 1358–1370.
Kao, K. H.(1980). “Improved implicit procedure for multichannel surge computations.” Can. J. Civ. Eng., 7, 501–512.
Naidu, B. J., Bhallamudi, S. M., and Narasimhan, S.(1997). “GVF computation in tree type channel networks.” J. Hydraul. Eng., 123(8), 700–708.
Nguyen, Q. K., and Kawano, H.(1995). “Simultaneous solution for flood routing in channel networks.” J. Hydraul. Eng., 121(10), 744–750.
Schaffranek, R. W., Baltzer, R. A., and Goldberg, D. E. (1981). “A model for simulation of flow in singular and interconnected channels.” Techniques of water resources investigations of the United States Geological Survey, U.S. Geological Survey, Washington, D.C.
Schulte, A. M., and Chaudhry, M. H.(1987). “Gradually varied flows in open channel networks.” J. Hydraul. Res., 25(3), 357–371.
Sen, D. J., and Garg, N. K.(1998). “Efficient solution technique for dendritic channel networks using FEM.” J. Hydraul. Eng., 124(8), 831–839.
Wylie, E. B.(1972). “Water surface profiles in divided channels.” J. Hydraul. Res., 10(3), 341–352.

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 128Issue 6December 2002
Pages: 351 - 357

History

Received: Jul 20, 2001
Accepted: Nov 14, 2001
Published online: Nov 15, 2002
Published in print: Dec 2002

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Authors

Affiliations

D. J. Sen
Dept. of Civil Engineering, IIT Kharagpur, West Bengal 721 302, India.
N. K. Garg
Dept. of Civil Engineering, IIT Delhi, Hauz Khas, New Delhi 110 016, India.

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