TECHNICAL NOTES
Feb 1, 1985

Flow Distribution in Compound Channels

Publication: Journal of Hydraulic Engineering
Volume 111, Issue 2

Abstract

The performances of four of the most commonly used methods for discharge calculation in compound channels of varying roughness, were assessed by comparison with laboratory data. The four methods are based on splitting the section into main channel and floodplain subdivisions using either horizontal or vertical interfaces. The accuracy of the four methods in calculating overall section discharge generally increases at greater floodplain depth and with smoother floodplains. However, the distribution of flow within the section is generally poorly modelled, which leads to very erroneous values for momentum and kinetic energy flux.

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Reference

1.
Wormleaton, P. R., Allen, J., and Hadjipanos, P., “Discharge Assessment in Compound Channel Flow,” Journal of the Hydraulics Division, ASCE, Vol. 108, No. 9, Sept., 1982, pp. 975–994.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 111Issue 2February 1985
Pages: 357 - 361

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Published online: Feb 1, 1985
Published in print: Feb 1985

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Peter Richard Wormleaton
Lect., Queen Mary College, London Univ., London, England
Panos Hadjipanos
Post‐Doctoral Research Assoc., National Technical Univ. of Athens, Athens, Greece

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