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Published June 1, 2022 | Supplemental Material + Published
Journal Article Open

Amplification of downstream flood stage due to damming of fine-grained rivers

Abstract

River dams provide many benefits, including flood control. However, due to constantly evolving channel morphology, downstream conveyance of floodwaters following dam closure is difficult to predict. Here, we test the hypothesis that the incised, enlarged channel downstream of dams provides enhanced water conveyance, using a case study from the lower Yellow River, China. We find that, although flood stage is lowered for small floods, counterintuitively, flood stage downstream of a dam can be amplified for moderate and large floods. This arises because bed incision is accompanied by sediment coarsening, which facilitates development of large dunes that increase flow resistance and reduce velocity relative to pre-dam conditions. Our findings indicate the underlying mechanism for such flood amplification may occur in >80% of fine-grained rivers, and suggest the need to reconsider flood control strategies in such rivers worldwide.

Additional Information

© The Author(s) 2022. This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons license, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons license and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this license, visit http://creativecommons.org/licenses/by/4.0/. Received 18 January 2021; Accepted 16 May 2022; Published 01 June 2022. We thank A. Moodie for post-processing the MBES data and Z.Li for his comments on extreme floods induced by climate change. We appreciate the careful and constructive reviews from Profs Samuel Munoz, Gordan Grant, and an anonymous reviewer. H.M., J.A.N., M.P.L., and G.P. gratefully acknowledge the NSF of the United States for support through Division of Earth Science (EAR) Grant 1427262. X.F. was supported by NSF of China through Grant 51525901. Y.Z. acknowledges support from NSF of China through Grant 51379087. Y.W.(a) acknowledges support from NSF of China through Grant 42041004. J.C. was supported by NSF Graduate Research Fellowship (grant no. DGE-1746047) and also the Department of Geology, University of Illinois, and the Jack and Richard C. Threet chair to J.B. Data availability: The datasets generated and/or analyzed during the current study are provided in the article and the Supplementary Information file, and are also available from the corresponding authors upon reasonable request. Contributions: H.M. designed the study, drafted the paper and was leading author of the paper. J.A.N., G.P., M.P.L., and J.B. provided substantial editorial feedback. J.A.N., H.M., and D.P. conducted the multibeam survey at Lijin. Y.Z., X.F., and Y.W.(a) conducted the multibeam survey at Huayuankou. J.B., J.C., and Y.Z. conducted the parametric echo-sounder bed surveys at Huayuankou. H.M., Y.W.(b), and B.W. analyzed the historical stage-discharge and cross-sectional data. J.C. processed the parametric echo sounding survey data and analyzed the bedform statistics. M.P.L. and H.M. developed the relations among dune height, resistance and suspension number. All authors participated in discussion and writing of the paper. The authors declare no competing interests. Peer review information: Nature Communications thanks Gordon Grant, Samuel Munoz and the other, anonymous, reviewer(s) for their contribution to the peer review of this work. Peer reviewer reports are available.

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Additional details

Created:
August 22, 2023
Modified:
October 24, 2023