Articles | Volume 8, issue 3
https://doi.org/10.5194/esurf-8-825-2020
https://doi.org/10.5194/esurf-8-825-2020
Research article
 | 
29 Sep 2020
Research article |  | 29 Sep 2020

A bed load transport equation based on the spatial distribution of shear stress – Oak Creek revisited

Angel Monsalve, Catalina Segura, Nicole Hucke, and Scott Katz

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Interactive discussion

Status: closed
Status: closed
AC: Author comment | RC: Referee comment | SC: Short comment | EC: Editor comment
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Peer-review completion

AR: Author's response | RR: Referee report | ED: Editor decision
AR by Angel Monsalve on behalf of the Authors (13 Jul 2020)  Author's response   Manuscript 
ED: Publish subject to minor revisions (review by editor) (25 Jul 2020) by Lina Polvi Sjöberg
AR by Angel Monsalve on behalf of the Authors (01 Aug 2020)  Author's response   Manuscript 
ED: Publish as is (10 Aug 2020) by Lina Polvi Sjöberg
ED: Publish as is (11 Aug 2020) by Tom Coulthard (Editor)
AR by Angel Monsalve on behalf of the Authors (19 Aug 2020)  Manuscript 
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Short summary
Part of the inaccuracies when estimating bed load transport in gravel-bed rivers is because we are not considering the wide distributions of shear stress in these systems. We modified a subsurface-based bed load transport equation to include these distributions. By doing so, our approach accurately predicts bed load transport rates when the pavement layer is still present, while the original one predicts zero transport. For high flows, our method had similar performance to the original equation.