Articles | Volume 9, issue 2
https://doi.org/10.5194/esurf-9-333-2021
https://doi.org/10.5194/esurf-9-333-2021
Research article
 | 
21 Apr 2021
Research article |  | 21 Apr 2021

Effect of stress history on sediment transport and channel adjustment in graded gravel-bed rivers

Chenge An, Marwan A. Hassan, Carles Ferrer-Boix, and Xudong Fu

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Cited articles

An, C.: Experimental data on sediment transport and channel adjustment in a gravel-bed river: stress history effect, https://doi.org/10.6084/m9.figshare.12758414, 2020. 
Carling, P. A., Kelsey, A., and Glaister, M. S.: Effect of bed roughness, particle shape and orientation on initial motion criteria, in: Dynamics of Gravelbed Rivers, edited by: Billi, P., Hey, R. D., Thorne, C. R., and Tacconi, P., John Wiley & Sons, Chichester, UK, 2339, 1992. 
Chartrand, S. M., Jellinek, A. M., Hassan, M. A., and Ferrer-Boix, C.: Morphodynamics of a width-variable gravel bed stream: New insights on pool-riffle formation from physical experiments, J. Geophys. Res.-Earth, 123, 2735–2766, https://doi.org/10.1029/2017JF004533, 2018. 
Chen, X., Hassan, M. A., An, C., and Fu, X.: Rough correlations: Meta-analysis of roughness measures in gravel bed rivers, Water Resour. Res., 56, e2020WR027079, https://doi.org/10.1029/2020WR027079, 2020. 
Chin, A., Anderson, S., Collison, A., Ellis-Sugai, B. J., Haltiner, J. P., Hogervorst, J. B., Kondolf, G. M., O'Hirok, L. S., Purcell, A. H., Riley, A. L., and Wohl E.: Linking theory and practice for restoration of steppool streams, Environ. Manage., 43, 645–661, https://doi.org/10.1007/s00267-008-9171-x, 2009. 
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Short summary
Mountain rivers are characterized by fluctuations of water flow, including both flood and inter-flood low flow. Recently, increasing attention has been paid to how inter-flood low flow affects the sediment transport in subsequent floods. Here we present a series of flume experiments. Results show that the existence of inter-flood low flow can reduce the sediment transport at the beginning of the subsequent flood. However, such an effect is gradually erased with the increase of flow intensity.