Stage-Discharge Prediction for Straight and Smooth Compound Channels with Wide Floodplains
Publication: Journal of Hydraulic Engineering
Volume 138, Issue 1
Abstract
A modified expression to predict the boundary shear distribution in compound channels is derived and is found to provide significant improved results. The practical method to predict the stage-discharge relationship uses the one-dimensional (1D) approach by taking due care of the momentum transfer. The proposed approach is tested for its validity using available experimental data. Error statistics including standard error and coefficient of determination ( ) are applied to ascertain the effectiveness of the model. The method also gives satisfactory results when applied to two sets of natural river data.
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Acknowledgments
The writers thank Professor D. W. Knight, University of Birmingham, U.K. for making available data sets of FCF on the website www.flowdata.bham.ac.uk. The writers also acknowledge the availability of Conveyance Estimation System package on the website: http://www.river-conveyance.net.
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© 2012 American Society of Civil Engineers.
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Received: May 11, 2010
Accepted: Jul 11, 2011
Published online: Jul 22, 2011
Published in print: Jan 1, 2012
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