TECHNICAL PAPERS
Feb 19, 2011

Regime Equations for Natural Meandering Cobble- and Gravel-Bed Rivers

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 9

Abstract

Data obtained from 48 stable reaches of upland rivers in the UK were stratified by stream type to develop regime equations specifically for natural meandering cobble- and gravel-bed rivers: C3 and C4 stream types, according to the Rosgen classification. Multiple regression models were applied to derive equations for reach-averaged values of bankfull width, mean depth, slope, meander arc length and sinuosity in bankfull discharge and associated bed-material load, the caliber of the bed material, bank vegetation density, and valley slope. The equations show that their cross-sectional dimensions are primarily determined by the bankfull discharge, bank vegetation, and bed-material size, whereas their profile and plan form are very strongly influenced by the valley gradient. Although bankfull bed-material load only appears to have a minor influence on channel morphology, its effect is implicit in the value of bankfull discharge because this corresponds to the flow that transports most of the bed-material load. Explanations are given for these results on the basis of processes affecting channel geometry. Comparisons with the regime equations derived more than 20 years ago by Hey and Thorne from the same UK data set indicate that stratification by stream type generates equations that are more consistent; for example, bank vegetation affects all aspects of channel morphology rather than simply channel width, and provides significantly better explanations for channel slope and sinuosity because of the inclusion of valley slope as an independent variable. Their potential for designing river restoration schemes is evaluated against North American data. The equations prove to be comparable to the Hey and Thorne equations for predicting width and depth, but provide a significant improvement for the determination of slope and sinuosity. Although bed-material load was shown, statistically, to influence channel dimensions, numerically its influence is trivial. Removing it from the analysis generates equations that provide the best practical point estimates of channel morphology. Predictions with the simplified regime equations are shown to be comparable to the full equations.

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Acknowledgments

The field data and analysis described in this paper was undertaken while SKD was in receipt of a postgraduate research grant from the Engineering and Physical Sciences Research Council (UK). We would like to thank the Editors and three anonymous reviewers for their insightful comments which greatly improved this manuscript.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 9September 2011
Pages: 894 - 910

History

Received: Dec 11, 2008
Accepted: Feb 17, 2011
Published online: Feb 19, 2011
Published in print: Sep 1, 2011

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Stephanie K. Davidson [email protected]
Research Fellow, Univ. of Aberdeen, Dept. of Geology and Petroleum Geology, Meston Building, King’s College, Aberdeen, AB24 3UE Scotland, UK (corresponding author). E-mail: [email protected]
Richard D. Hey, M.ASCE [email protected]
Professor, School of Geography, Earth and Environmental Sciences, Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, UK. E-mail: [email protected]

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