An experimental test of whether bar instability contributes to the formation, periodicity and maintenance of pool-riffle sequences

Pool-riffle sequences (PRSs) are periodic river-bed morphologies with wavelengths several times the channel width. Causes of PRS formation and maintenance are not clearly understood, which may limit the effectiveness of protection and rehabilitation measures. Some confusion has existed about whether (lie PRS morphology is (lie same its or distinct from alternate bars. In this paper we investigate whether the bar instability forming alternate bars also contributes to PRS formation, periodicity and maintenance. This was unclear because bar instability occurs only when the ratio of channel width/depth exceeds a critical value, generally understood to be approximately 10, which is larger than the width-to-depth ratio of many PRSs. A mobile-bed physical model is used to test whether bar instability occurs in channels characteristic of PRS morphology. with low with-to-depth ratio, and high relative roughness. The physical model was scaled front a prototype PRS in if gravel mrs formed in the model at channel width-to-depth ratios as and cobble bed river. Alternate I a low as 3-8. The wavelength of the alternate bars formed was generally 2-2-5 times channel width, which was similar to the prototype PRS. Therefore, bar instability, Call occur if] virtually all PRSs, and it contributes to the widespread formation of periodic PRS morphology. The model showed that maintenance of the bar height in the prototype PRS also depends on variations in channel width. It is concluded that periodic PRSs are formed and maintained by the interaction between bar instability, and flow deflections associated with variations in channel geometry such as width variation. Resonance between bar instability and three-dimensional bed forms such as alternate bars and variations in channel geometry. Variations in channel geometry are also important in determining the location and dimensions of individual pools and bars. Copyright (C) 2008 John Wiley & Sons Ltd.